LIBRARY 

OF  THE 

UNIVERSITY  OF  CALIFORNIA. 

Gl  FT    OF 


CAST  IRON  PIPE 


SOME     NOTES     AND     TABLES 


Standard  Specifications 
Dimensions  and  Weights 

of  CAST  IRON  BELL  AND  SPIGOT  I'l  IM- 
AM) SPECIAL  CASTINGS  for  WATER. 
GAS,  si- WAGE,  CULVERTS,  DRAINS,  ETC. 

IN      ALL     R  E  G  f  L  A  R     SIZES        -,  -  I  X  C  H     TO     X  4  -  I  X  C  H  . 

FLANGE  PIPE  AND  SPECIAL  CASTINGS. 
I-IJ  XIBLE  JOINT  PIPE.  LOAM  CASTINGS 
HEAVY  SPECIAL  CASTINGS  «  - 


OF  A  f 

UNIVERSITY  1  QOO 


M  AN  I    K  Al'Tl    R  E  I'      I.  N 


United  States  Cast  Iron  Pipe  &  Foundry  Co. 

NK\V    YORK  PHILADKI.PHI A  PITTSBURGH 

CHATTANOOGA  SAN    FRANCISCO 


Copyright  1906  by 
United  States  Cast  Iron  Pipe  and  Foundry  Company 


7X 

f 


y 


United  States  Cast  Iron  Pipe  £5*  Foundry  Co. 

-Works  at- 

A.DDYSTON,    <>Illt>                                 I;    FFALO,    N.    Y.  C<  H  r  \!  111  s.    ()nio 

ANNISTON,  \\.\.                         Biku\<.i<>\,   N.  J.  L<>i  is\  n.i  i  -..   Kv. 

^1  \ll  k,     Al    \.                                         ClIA  I  1   \\i  I«M;A.     Tl.NV  NlWI'nKT,     Kv. 

BRIDGEPORT,  Ai..\.                     Ci.i  \  11  .\M>.  OHM  S<  ,,i  n>\i  i:.  p.\. 
Soi  in    l'i  riM'.rucH.   Ti\v                 Sri'KkMK.   \Vis. 


SE   fourteen    plants  of   the    United   States  Cast  Iron    Pipe  ami    Foundry 

.  Company  afford  a  large  annual  capacity,  and  make  it  possible  for  the 
Company  to  handle  the  largest  contracts  with  promptness  and  most  effectively. 
A^  pipe  and  special  castings  of  our  standard  dimensions  and  of  ^iven  diameter 
and  class  are  interchangeable,  it  is  possible  when  essential  to  ship  lar^c  orders 
from  two  or  more  works,  ami  in  many  other  ways  to  facilitate  the  tilling  of 
the  largest  orders. 

All  orders  and  contracts  are  accepted  only  as  contingent  upon  strikes. 
accidents  ami  causes  beyond  our  control.  Any  casting  developing  an  inherent 
defect  when  placed  in  service,  will  be  replaced  f.  o.  b.  at  the  agreed  point  of 
deliver),  if  within  the  I'nited  States. 

XYhile  the  general  offices  of  the  Company  are  in  New  York,  domestic 
inquiries  should  be  addressed  to  the  nearest  sales  office  without  regard  to  the 
point  of  delivery  or  works  from  which  shipment  may  be  desired. 

Foreign   inquiries  should  be  addressed  to  the   New  York  office. 

Foreign  shipments  invariably  cash  against  shipping  documents  in  New  York 
or  London. 

General    Offices      :       71     Broadway,    New    York    City 

Cable  Address.   ••  UM.  II-IPF."  New  York 


/•Jus/cm  Sti/i-s  Office     .  ...  EMPIRE  Brii.Dixc,  NEW  YORK 

-SWc.v  Ojiiic     ......     638  ROOKERY,  CHICACMJ,   Iu.. 

.SW(-.v  OtTnc    .         .  CIIAMBERUN   Bt'ii.oiNo,  CHATTANOOGA,  TENN. 

Sales  Office.         .         .         .     MTRTLAXD  BUILDING,   PITTSBURGH,   PA. 

L'f>aat  Offifc        .......         SAN  FRANCISCO,  CAU 


X" 

[  UNIVERSITY 


Introduction 

THIS  hook  has  been  prepared  in  the  hope  that  it 
will  prove  helpful  to  users  of  cast  iron  pipe.  The 
tables  cover  full  lines  of  standard  pipe  and  special  castings 
which  may  be  incorporated  in  plans  for  new  works  .  >r  t-\ten- 
sions  to  existing  plants,  thus  facilitating  the  making  of  esti- 
mates. the  answering  of  inquiries  and  the  filling  of  orders. 
Attention  is  directed  to  the  coding  for  use  in  telegraphing. 
Some  notes  are  given  on  cast  iron  pipe,  forms  of  joints. 
main  leakage  in  water  and  gas  works,  and  regarding  high 
pressure  tire  lines  anil  other  data,  as  of  possible  interest  to 
those  considering  the  use  of  pipe,  and  some  tables  have 
been  added  which  will  be  helpful  in  determining  pip*'  si^('s 
and  capacities.  While  we  will  cheerfully  answer  inquiries. 
and  there  are  numerous  books  on  water  and  gas  construc- 
tion available  to  those  contemplating  the  building  of  a  new 
water  or  gas  works,  we  strongly  urge  that  any  important 
pipe  installation  should  be  laid  down  under  the  direction 
<>|  a  competent  engineer. 

r\rm>  STATKS  CAST  IRON   PII-K  AND  Forxukv  Co. 
July,   tyo6 


I'  X  I  T  K  Ii       >  T  A   1    I    S       C  A  ST       I  R  0  X       HI  I'  K       A  X  I)       K  n  I"  X  DRV      C  < )  M  I1  A  X  V 


Cast    Iron    Pipe 


Iron  and  other  metals  were  known  to  m;in  in  prehistoric  times.  Numerous 
references  in  tomb  records  show  early  knowledge  of  gold,  silver,  copper  and  lead,  if  not  of 
used  in  Kgypt  to  a  limited  extent  even  in  the  predynastic  age.  Probably  one  of  the 
earliest  references  to  iron  is  in  the  record  of  "Tubal-Cain,  an  instructor  of  every 
artificer  in  brass  and  iron."  (,^74  B.  C.  )*  ;md  whose  name,  by  the  way,  is  a  bit  suggestive  to 
a  maker  of  pipe.  As  the  world  progressed,  iron  is  more  frequently  mentioned;  for  instance, 
as  tribute  received  by  the  Chinese,  and  as  used  by  the  Israelites  2000  to  1500  B.  C.,  and  later, 
in  the  centuries  preceding  the  Christian  era,  by  the  Phuenicians,  Greeks  and  Romans.  A  fable 
tells  us  that  Juno  \vas  hun.y:  from  the  sky,  with  iron  anvils  fastened  to  her  feet,  and  that 
Vulcan  "fell  all  day  to  Lemnos,"  we  do  not  know  how  many  ages  ago.  Archasologists 
have  uncovered  much  to  show  that  the  early  Egyptians  and  Assyrians  were  skilled  metal 
workers,  but  not  as  makers  of  iron  pipe. 

Earliest  Pipe.  In  the  excavations  of  the  Temple  of  Bel,  at  Nippur,  Babylonia,  Prof. 
Hilprecht  found  clay  pipe.t  which  from  their  location  must  date  from  more  than  four  thousand 
years  B.  C.  He  tells  us  "directly  beneath  the  ancient  inclosing  wall  opened  a  vault  about 
i  m.  high,  built  in  the  form  of  an  arch.  It  belongs  without  doubt  to  the  fifth  millennium. 
'  *  *  In  the  'Kingdom  of  Ximrod'  it  was  not  necessary  to  tear  up  the  pavements  when- 
ever an  underground  pipe  burst,  for  this  structure  is  not  a  mere  subterranean  canal  for 
drainage,  but  an  arched  passage,  in  the  bottom  of  which  are  imbedded  in  cement, 
*  *  *  two  clay  pipes  of  about  15  c.  m.  diameter,  alongside  each  other.  If  one  of  them 
burst,  a  workman  crept  into  the  vault  and  repaired  the  damage  without  further  difficulty. 
'  About  500  knee  and  T  joints  found  in  the  vicinity  show  us  that  even  at  that  early 
time  they  understood  how  to  unite  pipe  meeting  at  right  angles."  Here  we  have  reference 
to  the  earliest  known  Babylonian  arch,  and  undoubtedly  to  the  earliest  pipe  and  specials 
known  to  us  to-day.  From  the  fact  that  such  pipe  and  specials  were  used  at  that  time,  it 
would  seem  probable  that  the  expert  metal  workers  of  those  early  days  soon  supplemented 

clay  pipe  with  pipe  of  lead,  and  even  of  copper  or  brass  for  important 
services.    We  read  of  "cast  pillars  of  brass"  and  "molten  brass, "J 
as  early  as  1000   B.  C.     We  know  that   the   Greeks  and   Romans 
used     lead     pipe    extensively,    but    the     knowledge    of    how    to 
make  such  pipe  probably  came  down  to  them  from  the  Phix-nicians 
or  Egyptians  of  earlier  times.     The  Delhi  Laht. 
or  huge  iron  pillar,  and  iron  beams  used  in  the 
construction  of  temples  and  palaces  in  India,  and 
massive  iron   girders  found   in    ruins  at   Rome, 
testify  to  the  existence,  several  centuries  B.  C.. 
(though  the  Laht  may  be  of  a  later  period)  of 
great  iron  works  in  India  and  in  Spain.     Their 
product  seems  to  have  been  entirely  of  wrought 
iron  and  steel,   but   apparently  did   not  include 
pipe.     Among  the  bloomeries  of  early  times  we 
do  not  find  any  with  a  pipe  foundry  annex.      Iron 


Knee  iiml  T  J»inl* 

Mmlt:  it'x'f   .  HounJ  in  the  excavations  of 

the  Temple  of  Bel.  ut  Nippur.  Babylonia 


•l«-n.  iv.  u.        *  Hilprecht.  in  the  Temple  of  Bel.  m  Nippur 
!  I  King*,  vli.  ni" 


UNITED      STATES      CAST      IRON       PIPE       AND      FOUNDRY    COMPANY 


castings,  or  rather  "fused  iron  forms,"  Aristotle  (359  B.  C.)  tells  us,  were  not  then  commer- 
cially made,  and  indeed  until  five  or  six  centuries  ago  were  apparently  scarcely  known  at  all. 
In  these  days  of  iron  and  steel,  with  all  our  hurry  and  pressing  demands,  we  seldom  stop 
to  think  of  the  wonders  wrought  two,  three  and  even  four  thousand  years  before  Christ, 
or  to  credit  the  civilization  and  culture  of  the  people  of  those  far  away  days,  with  certain 
influences  felt  to-day. 

Water  Supply  Conduits.  Probably  the  earliest  artificial  conduits  were  the  canals  and 
other  surface  waterways  of  comparatively  level  ancient  Egypt  and  Babylonia.  Some  of 
them  were  large  undertakings,  but  especially  in  Egypt  were  constructed  with  a  view  mainly 
to  irrigation  and  also  for  navigation,  rather  than  as  conduits  of  water  for  domestic  supply. 
The  early  Egyptians  were  famous  for  their  dams,  dikes  and  canals,  and  for  their  ingenious 
though  primitive  methods  of  raising  water.  They  made  brick  and  built  treasure  cities,  and, 
as  suggested,  probably  made  pipe  of  baked  clay,  but  we  read  of  wells  and  water  jars  rather 
than  of  pipe.  Memphis  and  Thebes  had  the  Nile,  but  what  of  the  distribution  of  their 
domestic  water  supply  ?  Glancing  farther  east,  on  the  site  of  old  Jericho  may  be  traced 
several  conduits  and  a  reservoir.  Damascus,  that  city  without  a  known  date,  early  had  its 
conduits.  At  Jerusalem,  about  1000  B.  C.,  King  Solomon  built  aqueducts.  We  also  read  that 
the  good  King  Hezekiah,  717  B.  C.,  "made  a  pool  and  a  conduit  and  brought  water  into  the 
city."*  According  to  Dr.  Bertholet  of  the  University  of  Basle,  this  is  now  confirmed  by 
an  old  manuscript  of  that  period,  recently  discovered,  which  translated,  reads:  "Hezekiah 
fortified  his  city  by  bringing  water  thereto,  and  he  bored  through  the  solid  rock  by  means  of 
bronze,  and  he  collected  the  water  in  a  reservoir;"  no  mention  is  made  of  pipe.  Within  the 
past  few  years  the  tunnel  has  been  identified,  and  pick  marks  indicate  it  was  bored  from  both 

ends — an  interesting  bit  of  early  engineering.  Babylon 
(about  580  B.  C.)  had  its  great  reservoir,  canals  and 
hanging  gardens,  but  we  find  little  to  indicate  how 
the  water  was  distributed.  Probably  even  earlier  was 
built  the  great  aqueduct  at  Carthage,  some  fifty  miles 
in  length.  Its  route  may  be  partly  traced  to-day 
but  the  history  of  Carthage, f  like  that  of  most  cities 
of  the  time,  lacks  definiteness  as  to  water  supply 
distribution.  Water  brought  by  these  conduits  to 
these  ancient  cities  must  have  been  more  or  less 
distributed  to  public  pools  and  fountains,  and  probably 
to  important  buildings,  palaces  and  temples,  and  as 
the  world  progressed,  clay  and  lead  pipe  were  more 
freely  availed  of.  Thus  we  read  that  about  600  B.  C. 
the  Greeks  were  building  waterworks,  using  for 
distribution  clay  and  lead  pipe. 

The  Romans,  too,  had  famous  aqueducts;  Rome 
some  fourteen  of  them,  aggregating  about  359  miles  in  length,  of  which  304  were  under- 
ground conduits,  and  55  above  ground.  The  Aqua  Appia  dates  from  the  time  of  the 
Censor  Appius  Coecus  Claudius  (312-304  B.  C.).  The  others  seem  to  have  been 
constructed  in  the  intervening  period  up  to  around  the  beginning  of  the  Christian  era. 
The  two  largest,  Claudia  and  Anio  Novus,  45  and  62  miles  in  length  respectively,  were 
built  in  38  to  48  A.  D.  Their  routes  joined  about  six  miles  from  Rome  and  thence 

*  II  Kings,  xx,  20.        t  850-150  B.  C. 


An  ( >]d   Koman 


l\N  I  T  K  I )       S  T  A   I   i:  S       CAST       IRON       1'  1  \>  K       A  N  I )       K  <  >  V  N  I)  R  V      CO  M  P  A  N  Y 

there  were  two  separate  channels,  one  alxive  the  other,  supported  on  arches,  which  at 
one  point  rise  109  feet  in  height. 

Lead  Pipe.  <  if  the  Aqua  Virgo  it  is  recorded,  "the  water  was  conveyed  in  pipe,  partly 
under  and  partly  alxive  ground,  on  a  solid  substructure  or  on  arches."  This  reference 
to  pipe  is  probably  to  lead  pipe,  which  were  evidently  preferred  for  lines  under  more 
or  K-  -ire,  for  lead  pipe  were  used  "in  crossing  valleys."  "laid  according  to  the 

slope  of  the  hill,"  clown  to  "a  long  level,  then  up,"  with  intermediate  standpipe  or 
venter-  According  to  Vitruvius*  (alxmt.  25  H.  C.).  such  lead  pipe  were  made  "in 

:hs  of  not  less  than  10  feet,"  and  "take  the  names  of  their  sixes  from  the  quantity 
of  the  inches  in  the  width  of  the  sheets  before  they  are  l>ent  round;  thus,  if  the  sheet 

-a  inches  wide  l>efore  bending  into  a  pipe,  it  is  called  a  5o-inch  pipe;  and  so  of 
the  rest  "  Vitruvius  gives  a  list  of  ten  sixes  ranging  from  100  inches,  weighing  1,200 
pounds,  to  5  inches  wide  weighing  60  pounds  per  length.  The  pipe  were  probably 
soldered  with  an  alloy  of  lead  and  tin.  Lead  pipe  were  also  used  for  distribution,  as  to  some 
extent  were  clay  pipe  "  tongued  at  one  end."  The  aqueducts  supplied  the  baths  and 
numerous  large  public  fountains,  from  which  last  the  people  obtained  their  water,  except 
such  as  could  afford  to  pay  for  a  separate  pipe  to  their  houses,  and  these  latter  were  a  source 
of  considerable  revenue.  Vitruvius  also  notes  injurious  results  from  the  use  of  lead  pipe. 
adding  "water  should  therefore  <m  no  account  be  conducted  in  lead  pipe,  if  we  are  desirous 
that  it  should  be  wholesome."  The  excavations  at  Pompeii,  which  was  destroyed  by  the 
great  eruption  of  Vesuvius,  79  A.  I).,  have  revealed  numerous  fountains,  and  two  thermfe  or 
public  baths  which  were  supplied  with  water  through  lead  pipe  from  reservoirs  much  as 
were  the  famous  baths  of  Caracalla  and  other  therma-  in  Rome.  Lead  pipe  as  used  by  the 
< '.recks  and  Romans  were  common  enough  in  those  days  and  probably  for  several  centuries 
preceding  the  Christian  era  but  we  find  no  mention  of  iron  pipe. 

Aqueducts.  The  term  "aqueduct"  was  applied  to  the  conduit  as  a  whole,  comparatively 
a  small  portion  of  which  was  carried  on  the  arched  masonry  structures  we  are  prone  to  think 
of  as  aqueducts,  and  it  is  interesting  to  note  how  at  that  early  period  these  waterways  were 
built  so  much  of  their  length  underground.  Their  grades  (Vitruvius  suggests  "a  fall  of 
not  less  than  one  half  a  foot  t<>  a  length  of  one  hundred")  were  so  adjusted  that  the  water 
flowed  by  gravity  without  undue  velocity,  as  much  in  vented  tunnels  or  conduits  as  possible. 
and  thus  often  wide  detours  were  made.  For  instance,  the  Aqua  Claudia  starts  at  a  point 
thirty-five  miles  from  Rome,  anil  winds  its  way,  a  distance  of  forty-five  miles,  to  the  city. 
The  conduits  were  lined  with  some  material  impervious  to  water,  and  in  section  varied  with 
location.  Tunnels  were  ventilated  by  vertical  shafts,  and  usually  the  valleys  were  crossed 
with  arched  structures.  To  some  extent  the  Romans  may  have  copied  the  Greeks,  who 
apparently  did  not  use  the  arched  masonry  aqueduct,  at  least  until  much  later,  but  carried 
their  vented  conduits  through  hills  into  valleys  under  streams  and,  to  supply  Syracuse. 
even  under  the  sea  Considering  the  material  available  these  underground  conduits  are 
remarkable,  and  as  some  must  have  been  under  considerable  pressure  it  is  probable  early 
(ireek  engineers  had  "troubles  of  their  own"  causing  the  Romans  to  adopt  the  arched 
masonry  aqueduct.  On  the  other  hand,  possibly  Greek  engineers  were  not  then  well  versed 
in  arch  building.  Be  this  as  it  may,  it  is  hard  to  realize  that  anything  with  which  we  are  so 
familiar  as  the  arch,  or  water  works,  or  even  cast  iron  pipe,  were  at  any  time  novelties  and 
really  had  their  day  of  invention  and  introduction.  There  is  no  telling  what  early  Greek 
and  Roman  engineers  would  have  done  could  they  have  had  cast  iron  pipe  as  we  have  them. 

•  The  Architecture  of  Marcu*  Vitruviu*Pollio.    Tr»n*.  (luilt.    Specimens  of  ancient  lead  pipe  are  to  be  found  in  mo«t  muwum*. 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


That  in  those  far  off  days  they  were  able  to  accomplish  so  much  is  surprising,  and  it  must 
have  cost  much  in  labor  and  patience.  Think  of  driving  a  tunnel  through  rock  without  the 
appliances  we  have  available  to-day;  and  yet  the  water  supply  of  Athens*  was  obtained 
through  three  underground  conduits  mainly  cut  through  rock,  two  of  them  passing  under  the 
bed  of  the  river  Illissus.  These  brought  water  to  a  reservoir  outside  the  city  from  which  it 
was  distributed  in  underground  channels  of  various  forms  and  partly  through  pipe  of  baked 
clay  and  through  lead  pipe.  Thus  Athens  early  enjoyed  its  baths,  fountains  and  public 
water  supply,  but  the  quite  wonderful  aqueducts  of  the  Romans,  and  those  later  built  in 
France  and  other  countries,  are  the  most  notable  monuments  to  early  water  works  engineers. 
One  of  the  most  beautiful  later  structures,  dating  from  the  seventh  or  eighth  century,  is 
the  aqueduct  Delle  Torre,  near  Spoleto,  Italy,  with  its  ten  graceful  pointed  arches  of' 66 
feet  span,  and  nearly  300  feet  in  height,  and  which,  restored,  is  in  use  to-day.  Paris, 
London  and  Vienna,  reaching  back  into  the  Roman  period,  and  Berlin  and  other  cities 
of  more  recent  date,  have  each  included  in  their  development  various  water  supply 
problems.  Aqueducts,  conduits,  cisterns,  reservoirs  and  fountains,  with  clay  and  lead  pipe, 
(and  later  bored  logs)  seem  to  have  been  in  general  use,  and  in  the  early  days  of  Athens  and 
of  Rome  we  read  of  much  that  is  interesting  and  curious,  but  we  must  pass  over  these 

intervening  centuries  to  the  time  we 
first  hear  of  cast  iron  pipe. 

Castings  of  Iron.  Not  until 
the  fourteenth  or  the  fifteenth  and 
sixteenth  centuries  are  castings  of 
iron  really  mentioned.  In  the  latter, 
cast  iron  cannon  were  made.  Natur- 
ally not  long  afterward  cast  iron 
pipe  were  produced  and  we  hear  of 
them  early  in  the  seventeenth  cen- 
tury. In  1720  it  was  said  "there  is 
not  a  street  in  London  but  water 
runs  through  it  in  pipe,  conveyed 
underground,"  and  while  the  kind 
of  pipe  is  not  specified,  they  were 
probably,  in  part,  of  cast  iron,  as  such 
pipe  had  been  used  in  France  in  the 
preceding  century.  Since  1700  we 
find  their  use  constantly  increasing 
and  in  the  last  century  they  play  an 
important  part  in  the  makeup  of 
most  conduits  and  aqueducts,  to  say 
nothing  of  mains  for  distribution. 

Modern  Conduits  and  Reser- 
voirs with  Cast  Iron  Pipe.  The 
canal,  with  its  forty-five  tunnels  and 
numerous  aqueducts,  which  brings 
water  some  sixty  miles  to  supply 


Croton  Dam  Nearing  Completion,  1905 1 


*  560  B.  C. 

t  Photograph  by  Pullis,  New  York,  1905. 


UNITED      STATES      CAST      IRON      1- U>  K      AND      KorNDRY      COMPANY 


House  and  Reservoir  I'.mn. 


-•itl   the   old  Croton    Aqueduct,    with   its    conduits,    tunnels   and  splendid   stone 
arched  bridge  carrying  cast  iron  pipe  over  the  Harlem  River,  and  which  conveys  water 

•  thirty-four  miles  to  New  York, 
are  examples  of  comparatively  mod- 
ern aqueducts,  both  having  been 
completed  about  1842.  Since  then 
the  development  of  the  Croton  water 
supply  has  gone  on  apace,  with  its 
well-known  reservoirs,  conduits  and 
piping;  one  set  of  the  latter  com- 
prises eight  lines  of  48-inch  cast 
iron  bell  and  spigot  pipe  laid  in  one 
trench,  which  lead  from  the  I35th 
Street  Gate  House.  Here  also  ter- 
minates the  new  Croton  Aqueduct, 
completed  in  1890,  which  is  nearly 
thirty-one  miles  long,  almost  entirely 
in  deep  rock  tunnels,  only  a  little 
over  a  mile  being  in  trench  or  on 
embankment.  The  new  Croton 
dam,  now  about  completed,  is  the 
highest  and  largest  reservoir  dam  in  the  world,  and  contains  850,000  cubic  yards  of 
masonry.  The  new  Croton  reservoir  is  nearly  twenty  miles  long,  and  there  are  nearly 
seventy-five  miles  of  stone  walls  surrounding  the  land  required  for  it.  When  full,  the  old 
Croton  dam  about  three  miles  above  will  be  submerged  to  a  depth  of  34  feet,  and  the 
reservoir  will  contain  about  38  billion  gallons.  This,  with  the  other  reservoirs  of  the 
Croton  watershed,  will  afford  an  available  capacity  of  72  billion  gallons,  which  is  barely 
sufficient  for  present  needs.  The  proposed  new  supply  t'or  Greater  New  York,  recently 
authorized.  (1905)  will  probably  be  taken  from  Ksopus  Creek  in  Ulster  County.  New  York, 
about  ninety  miles  north  of  the  city,  requiring  the  crossing  of  the  Hudson  River  by 
the  proposed  500  million  gallon  tunnel  and  trench  aqueduct.  The  works  will  include  a 

66  billion  gallon  reservoir 
with  a  masonry  dam  1,280 
feet  long  and  175  feet  high 
from  creek  bed. 

As  we  look  over  the 
more  recent  undertakings 
we  find  cast  iron  pipe  he- 
coming  more  and  more  ot"  a 
factor,  as  used  for  gate 
houses,  reservoir  connec- 
tions, for  siphons  in  crossing 
valleys,  and  for  supply 
mains.  The  new  water  sup- 
ply at  Manchester,  England, 
for  instance,  comes  largely  from  the  beautiful  Lake  Thirlmere,  a  distance  of  some  ninety-six 
miles,  through  a  modern  conduit  partly  in  tunnels  and  cut  and  cover  channels,  while  it 


Rnervoir  Dam.  117  Fcvt  High 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Masonry  Aqueduct  on  line  from  Wachusett  Reservoir 


dips  into  valleys  and  under  streams  by  means 
of  inverted  siphons  of  several  lines  of  48-inch, 
42-inch    and    36-inch    cast  iron   pipe  some  of 
them  subject  to  a  pressure  due  to  more  than 
400  feet  head.     Another    recent  achievement 
in   Scotland  is  the  completion,   in  September 
1905,  of  the  new  water  supply  for  Edinburgh. 
The    water    is    brought  some   thirty-six  miles 
from    Talla    in    the    parish     of    Tweedsmuir, 
Peebleshire.       The    conduit    is    composed    of 
23  miles  of  built  tunnel,  cut  and  cover  aque- 
duct,  with  six  siphons  each  of  several  lines  of  36-inch 
to    27-inch    cast   iron    pipe,    in    all   13   miles  of  line   in 
piping,  and  the  new  plant  includes  a  reservoir   which 
when   full   will  contain  more  than  2^4  billion  gallons. 
Perhaps  the  most  notable    of  recent  water  supply 
undertakings  in  the  United  States  is  that  of  the  Metro- 
politan Water  and  Sewerage  Board  of  Massachusetts,  at. 
Boston.     This   comprises    the    great  Wachusett   Reser- 
voir, now  finished,  covering  7,200  acres,  with  a  capacity 
of  63  billion  gallons,  with  its  massive  dam  217  feet  in 
height,  containing  280,000  cubic  yards  of  masonry  and 
which,  with  the  Lake  Cochituate  and  eight  reservoirs 
on  the  Sudbury  River,  is  calculated    to   be  capable  of 
supplying  173,000,000  gallons  per  day  to  the  nineteen 
municipalities  comprising  the  Metropolitan  Water  Dis- 
trict.    Water  is  conveyed  from    the  reservoirs  to    this 
district,  distances  of  from  fifteen  to  thirty  miles,  through 
the  Cochituate,  Sudbury,  Wachusett  and  Weston  Aque- 
ducts the    two   latter   having  each    a  daily  capacity  of 
3    million    gallons.      These  aqueducts  are,   in  general, 

constructed  of  ma- 
sonry covered    by 

earth  embankments,  but  there  are  6.6  miles  of  tunnels, 
and  in  several  instances  the  aqueducts  cross  valleys 
on  masonry  arches  or  by  means  of  pipe  siphons.* 
Water  delivered  by  the  aqueducts  is  distributed  to  the 
several  cities  and  towns  comprising  the  Metropolitan 
Water  District  by  means  of  84  miles  of  cast  iron  pipe 
34  miles  of  which  are  48  inches  and  60  inches  in 
diameter. 

Connected  with  the  distribution  system  of  the 
several  municipalities,  there  are  in  addition  1,423  miles 
of  cast  iron  pipe  in  sizes  from  4  inches  to  48  inches. 
Several  of  the  pipe  lines  are  carried  under  navigable 


- 


63-inch  Rosemary  Siphon.  \Vellesley,  Mass. 


Double  6.i-inch  Line  to  Reservoir 
Metropolitan  Water  District.  Spot  Pond 


*  For  this  purpose  cast  iron  bell  and  spigot  pipe  in  sizes  up  to  84  inches 
inclusive  may  now  be  had. 


l.avmi;  Three  I. in  Churle*  Kivet.  : 

t'»mu  I'urtiT  Dam 


!  T  i:  I  '       S  T  A   I   !•:  >       CAST       IRON       IJ  1  !'  K       A  N  I  )       K  <  >  V  N  I  >  K  V       C  •  >  M  1'  A  N  Y 

streams,   requiring  the  use  of    pipe  with    flexible  joints,  the    use  of    coffer    dams,   or   other 

special  meth  ipe  laying.* 

The  present  consumption  of  water  in  the  district   supplied,   is  about  117  million  gallons 

per  day.   equivalent    to  120   gal- 

lons per  inhabitant.     Alxnr 

per  cent    of  this  quantity  is  de- 

livered by  gravity.  the  remain- 

der being  pumped  at  pumping 

stations  located  at  the  Chestnut 

Hill   Reservoir  about  five  miles 

from   the   State   House.     These 

stations  contain  modern   pump- 

in  jf     engines     of      the      highest 

efficiency,    capable  of  pumping 

171     million    gallons    of    water 

per   day. 

Within    the    limits    of    the 

Metropolitan   District,   which  in 

general   includes  the  cities    and 

towns  within   ten   miles    of   the 

State    House,    there  are   several 

distributing  reservoirs,  the  largest  of  which.  Spot  Pond,   has  a  capacity  of  one  billion  eight 

hundred  million  gallons,  and  is   163  feet  above  Boston  city  base,  which  is  substantially  low 

water  mark  in   Boston   Harbor       The  water  supplied  to  each   municipality  is  measured  by 

means  of  Ycnturi  meters  placed  on  the  connections  between  the   Metropolitan  pipe  and  the 

pipe  of  the  several   cities  and  towns,  fifty-three  meters  being  used  for  this  purpose. 

The  board  having  charge 
of  the  Metropolitan  Water  Sup- 
ply. also  has  charge  of  the  Met- 
ropolitan  Sewerage  Works,  and 
in  connection  with  these  works 
has  recently  completed  the  con- 
struction of  new  works  for  the 
disposal  of  a  portion  of  the 
sewage  of  the  district.  In  the 
portion  of  the  system  recently 
built,  the  sewage  is  discharged 
into  the  ocean  through  two  lines 
of  6o-inch  cast  iron  pipe  each 
extending  about  a  mile  from 
the  shore,  f 

At  Philadelphia,  the  re- 
centl-v  completed  Torresdale 
conduit  or  tunnel  which  con- 

veys water  from  the  Torresdale  filter  beds  to  the  Lardner's  Point  pumping  station,  is  worthy 


,,h  un.  n»r 


utd  ...  AH 


c  referred  to  on  another  jxiirc.  under  ••  Submerged  Pipinx  ' 

•  F"f  mrth<«!  ••!  i.iyini;  • 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

of  mention.  Here  again  6o-inch  cast  iron  bell  and  spigot  pipe  play  an  important  part  in 
forming  the  force  mains  from  these  pumping  stations  to  Frankford  Creek,  where  the 
water  is  delivered  to  the  distribution  system,  working  against  a  48-inch  relief  line  to  Oak 
Lane  Reservoir.  In  a  recent  report  by  a  board  of  expert  engineers,  it  is  suggested  that 
the  use  of  6o-inch  cast  iron  pipe  instead  of  the  masonry  conduit  from  niters  to  pumping 
station  would  have  been  cheaper  and  preferable.  Four  lines  of  6o-inch  cast  iron  pipe  lead 

from  the  Lardner's  Point 
pumping  stations,  and  were 
pi;t  down  after  two  lines  of 
cast  iron  piping,  48-inch  and 
30-inch  diameters,  under 
water  pressure,  had  been 
moved  to  one  side.  Some 
two  blocks  from  the  pumping 
station,  three  lines  of  the 
6o-inch  cast  iron  force  mains 
are  led  off  toward  Frankford 
Creek.  The  photograph* 
shows  a  section  of  these 
6o-inch  force  mains  as  tested 
in  the  open  trench,  when  they 
were  subjected  to  a  pressure 
of  200  pounds  for  five  hours. 
We  have  now  had  a  hur- 
ried look  at  some  of  the  water- 


Four  Lines  of  6o-inch  Cast  Iron  Pipe.     One  48-inch  and  one  3o-inch  Shifted  to  Left 


.  ways    and    works 
Thus   we    see    engineers 


of    earlier 
using    and 


times  and  a  closer  view  of  some  modern  plants, 
depending  more  and  more  on  cast  iron  pipe,  and  they  are  to-day  a  most  important  factor 
in  the  development  of  modern  water  supply.  Cast  iron  pipe  have  completely  changed 
earlier  methods,  and  made  possible  the  widely  extended  distribution  of  water,  to  say 
nothing  of  their  use  for  gas  and  other  well  known  purposes. 

Life.  In  these  days,  in  selecting  pipe  for  underground  service,  the  engineer  naturally 
turns  to  cast  iron  pipe  as  the  most  durable.  While  we  do  not  know 
when  pipe  were  first  cast,  there  are  well  authenticated  instances 
of  cast  iron  mains  in  service  to-day,  which  were  laid  more  than 
two  rmndred  years  ago,  and  such  pipe  have  now  been  in  general 
use  more  than  one  hundred  years.  In  1901  at  Versailles,  France, 
an  officer  of  this  Company  saw  repairs  being  made  to  a  line  of  cast 
iron  pipe  leading  to  one  of  the  palace  fountains,  which  probably 
had  been  laid  more  than  two  hundred  years.  It  is  said  that  these 
pipes  were  put  down  in  1685.  The  fracture,  due  to  subsidence, 
showed  inside  a  clean  pipe  of  good  gray  iron,  but  little  rusted 
outside ;  the  natural  result  with  good  water  and  subsoil  conditions. 
In  London,  the  first  cast  iron  pipe  we  know  of  for  water  were 
put  down  about  the  year  1800.  The  eight  London  undertakings 
— the  great  water  companies — are  now  vested  in  the  "Metropol- 
itan Water  Board,"  and  in  a  recent  letter  the  Chief  Engineer, 


Log  Pipe."     Bored  Logs  Laid 
in  Philadelphia  before  1820 


*  Page  17. 


16 


r  x  i  T  K  i )     s  T  A  i  i:  s     CAST     IRON     i- 1  i- 1:     AND     !••  <  >  r  x  D  i<  Y     c  <  >  M  i>  A  x  Y 


William  H.  Bryan.  Esq..  writes:  "A-  chief  engineer,  for  many  years,  of  the  late  K.iM 
London  Company.  I  have  had  numerous  opportunities  of  seeing  old  mains  that  had  been 
in  use  for  ninety  years,  and  which,  when  taken  tip.  were  in  perfect  condition."  In  this 
country  cast  iron  pipe  have  been  used  for  fully  one  hundred  years.  Some  of  the  earlier 
pipe  were  imported,  but  the  making  of  cast  iron  pipe  received  early  attention,  and  the 
industry  has  now  grown  to  large  projxirtions.  In  Philadelphia,  following  the  use  of  1x>rcd 
logs,  cast  iron  pipe  were  first 
.ibout  the  year  1804,  and 
since  iS;o  have  been  exclu- 
sively used  by  the  water  de- 
partment. Numerous  instances 
might  be  cited  of  pipe  in  use 
to-day  which  were  laid  more 
than  a  century  ago.  all  tending 
to  prove  the  long  life  of  cast 
iron  underground.  Thus,  cast 
iron  as  a  material  has  long 
been  accepted  as  the  standard 
for  underground  mains,  and  it 
is  not  surprising  therefore  to 
find  cast  iron  water  and  gas 
mains  used  almost  exclusively 
in  the  cities  and  towns  of  this 
country  and  Europe. 

Length.  In  the  early 
stages  of  the  cast  iron  pipe 
industry,  short  length  pipe 
were  made  :  in  France,  about 
i  meter  in  length,  in  England, 
about  30  inches:  then  came 

longer  lengths,  6  and  9  feet.  The  earlier  joints  were  usually  flanged,  and  these  being  found 
to  be  too  rigid,  were  shortly  followed  by  other  forms,  from  some  of  which  were  evolved  the 
turned  and  bored  socket  and  spigot,  similar  to  those  to  some  extent  to-day  used  abroad,  and 
these  in  turn  have  been  largely  superseded  by  the  standard  bell  and  spigot  joint  calked  with 
lead.  Thus  experience  gained  from  the  earliest  days  in  the  making  and  use  of  pipe  has 
developed  our  present  lines,  as  indicated  by  Standard  Specifications  herein,  which  cover 
pipe  cast  vertically  in  dry  sand,  in  lengths  to  lay  12  feet,  with  standard  forms  of  bell  and 
spigot. 

Dry  vs.  Green  Sand  Pipe.  In  casting  pipe  vertically  in  dry  sand,  the  use  of  core 
chaplets  is  avoided,  and  the  12 -foot  length  insures  a  much  smaller  number  of  joints  in 
the  main  as  compared  \vith  short  length  green  sand  pipe  which  are  cast  on  the  side, 
"on  the  bank."  in  9  and  6  feet  and  even  shorter  lengths.  Aside  from  the  greater 
number  of  joints  resulting  from  their  use.  these  green  sand  pipe  are  liable  to  be  of  uneven 
thickness,  and  also  to  leak  through  imperfections  in  the  pipe  shell,  which  are  due  to  the 
process,  such  as  blow  holes,  or  which  result  from  the  use  of  anchors  to  support  the -cores 
in  casting  on  the  side.  These  anchor  spots  are  sometimes  concealed  by  bosses  or  knobs, 
which  form  but  a  thin  covering;  thus,  covered  up,  these  defects  are  hard  to  discover, 


Thru-  I.inrs  i>f  '»»iiu-li  Cast   Iron  Pipe 


Of  THE      ' 
liWIV/COCITV       I 


12-0 


Standard  Hell  and  Spigot.     (See  Table  X< 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

and  often  withstand  the  pressure  test,  but  when  buried  in  the  ground  will  sooner  or  later 
develop  leaks,  or  even  cause  the  pipe  to  break.  Such  pipe,  also,  are  usually  of  light  weight 
with  thin  walls,  are  illy  adapted  to  permanent  mains,  and  form  anything  but  substantial 
construction.  The  thin  pipe  shell  will  easily  break  under  shock  or  subsidence,  and  the 
metal  in  the  pipe,  because  of  the  process,  has  a  tendency  to  hardness  and  brittleness.  It 
is  because  pipe  cast  vertically  in  dry  sand  are  so  markedly  superior,  that  this  Company 
long  since  abandoned  the  manufacture  of  green  sand  pipe. 

Joints.     In  the  operation  of  water  and  gas  works,  engineers  are  now  more  concerned 
with  the  question  of  leakage,  and  to  reduce  it,  one  or  another  form  of  joint  has  been  tried, 

the  bell  and  spigot  being  that 
now  most  generally  used. 
This  is  because  the  bell  and 
spigot  joint,  when  well  made, 
is  the  most  flexible,  allowing 
for  expansion  and  contrac- 
tion without  affecting  its 
tightness.  Such  joints  are 
safely  used  in  high  pressure 
fire  line  pipe  and  other 
hydraulic  pressure  mains. 
We  also  show  another  type  of 
bell  and  plain  end  pipe  joint 
which  is  made  up  and  calked 
with  lead  in  the  usual  way. 
This  design  is  used  abroad 
and  is  substantially  the  same 
as  is  required  by  the  Public 
Works  Department  of  the 
Netherlands,  at  The  Hague. 
It  is  claimed  the  plain  end 
is  more  easily  centered  in  the 
beveled  bottom  to  the  bell 
than  is  the  ordinary  spigot, 
and  that  the  bevel  in  the  bell 
more  satisfactorily  makes  up 
with  cut  pipe.  As  to  the 
turned  spigot  and  bored  bell 
joint,  it  is  claimed  that  in  be- 
ing practically  a  metallic  joint 
it  does  not  leak  unless  it  is 
broken  through  subsidence  of  the  ground,  or  through  accident.  To  allow  for  expansion 
and  contraction,  some  engineers  for  every  tenth  joint  use  a  socket  and  spigot  calked  with 
lead,  while  others  claim  to  have  no  trouble  on  this  account,  no  doubt  because  of  location. 
For  underground  service,  a  bolted  joint  whether  flange  or  of  other  form,  should  be  avoided 
as  too  rigid,  and  because  the  bolts  are  liable  to  rust.  An  iron  to  iron  joint,  whether  of 
conical  or  ball  type,  is  in  no  sense  a  flexible  joint,  but  is  liable  to  rust  fast  in  whatever 
position  it  may  be  laid.  There  is  nothing  new  in  such  joints,  as  certain  old  French  and 


/Z'O- 


Keveled   Hell      The   Dutch   Type.     Plain  Spigot 


Standard  Bored  Hell  and  Turned  Spigot.     (See  Table  No. 


IS 


I'  X  I  T  K  D       S  T  A    I  1ST       1  K  u  X 


I  V  K       A  XI)       K  (  >  I"  X  l>  R  Y       C  (  )  M  P  A  N  Y 


other  patents  will  testify.      If  an  iron  to  iron  joint  is  preferred,  it  should  be  of  the  turned 

and  bored  type,  without  bo 

Making  Joints,   Bell  and  Spigot.      In  laying  cast  iron  pipe  having  bell  and  spigot 

joints  calked   with   lead,   care  should  K-  taken  in  making  the  joint  to  wrap  sufficient  yarn 

around  the  spigot  before  entering  the  bell,  then 
to  pack  it  in  with  calking  tools  before  running 
the  lead,  which  should  then  be  well  calked  up 
against  the  yarn.  On  veil  laid  water  mains  of 
iron,  a  leaky  bell  and  spigot  joint  is 
extremely  rare.  Some  of  our  friends  claim  that 
they  do  not  have  any,  and  recently,  an  engineer 
in  a  prominent  Eastern  city,  advised  of  hav- 
ing uncovered  last  year  several  miles  of  cast 
iron  bell  and  spigot  water  mains  without  find- 
ing a  single  leaky  joint ;  evidently  these  lead 
joints  were  well  made.  Note  the  photograph 
of  a  4.s-inch  cast  iron  bell  and  spigot  main 
near  Lardner's  Point,  Philadelphia,  as  tinder 

pressure  it  was  being  shifted  to  one  side,  and  afterward  raised  onto  the  ledge.      To  do  this 

\va>  a  severe  test  of  the  bell  and  spigot  joint,  as  to  flexibleness  and  tightness. 

Bell  and  Spigot  Joints,  in  which,  instead  of  lead,  the  socket  in  the  bottom  and  annular 

space  surrounding  the  spigot  is  filled  with  wood  and  carefully  calked,   have  proven   tight. 

and   are    thought    to  so  insulate  the  joint 

as    to    materially    lessen,    if    not    prevent 

electrolysis.      It    is    too   soon    to    speak    of 

this     assuredly    but     encouraging     results 

are  said  to  have  been  obtained   within  the 

past  year  with  joints  so  made. 

Turned  and  Bored  Joints  for  water 

or  gas   pipe,   as   used   abroad,   are   rapidly 

laid    and    are    perhaps    more    extensively 

used  for  water  than  for  gas.     This  general 

type    of   joint    is  still    exclusively  used  in 

many  prominent    foreign    plants,   while  it 
ircely  used  at  all  in  the  United  States. 

We  again  quote  from  another  recent  letter 

from  William  H.  Hrvan,  Esq..   Chief  Engi- 
neer.  Metropolitan  Water  Hoard,  London: 

"  In  my  own  practice  I  have  used  immense 

quantities  of  turned  and  bored  pipe,  and 

I  certainly  think  that   these    pipe,    where 

streets  are  straight  and   there  are  no  ob- 
structions to  cause   deviations,  have    very 

great  advantages      The  greasing  of  the   joints  and   placing  them   gently   into  the  sockets 

of  the  next  pipe,  and  centering  them  perfectly,  makes  a  joint   which  is  practically  water 

tight  of  itself,  but  in  all  cases  the  socket  is  run  with  molten  lead  and  set  up  in  the  usual 

manner."     In  making  joints  for  gas,  red  lead  or  sal  ammoniac  is  used  and  the  pipe  driven 


\\ 


45-inc!.   '  Main  m>»ved  while  un 

See  also  Cut  on  Page  i'..  showing  Pipe  after  Shifting 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


together,  in  some  instances,  without  running  in  the  lead  and  calking;  but  where  this  is 
done  the  joint  is  so  designed,  that  in  case  of  a  leak  it  may  readily  be  calked  with  lead  or 
made  good  with  cement.  With  turned  and  bored  pipe  we  supply  special  castings  of  our 
standard  dimensions,  with  bored  bells  all  around.  While  without  the  use  of  special  curves 
the  turned  and  bored  joint  pipe  may  only  be  laid  in  straight  lines,  very  often  long  or  easy 
curves  are  made  in  lines  of  full  length  bell  and  spigot  pipe.  An  instance  of  this  is  shown 
in  the  photograph.  A  slight  adjustment  in  the  bell  when  laying  is  possible  in  the 
standard  bell  and  spigot  joint. 

Leakage.     Excessive  leakage  is  often  wrongly  charged  to  the  bell  and  spigot  joint.      In 
a  widely  quoted  "  Report  on  the  Measurement,  Consumption  and  Waste  of  Water  Supplied 

to  the  Metropolitan  Water  Dis- 
trict, "  (1904)  by  Dexter  Brackett, 
Esq.,  Engineer  of  the  Distribution 
Department,  Metropolitan  Water 
Works,  Boston,  the  causes  of 
waste  are  clearly  set  forth,  but 
nowhere  therein  is  the  bell  and 
spigot  joint  complained  of.  It  is 
stated :  ' '  Water  is  wasted,  either 
negligently  or  wilfully,  from 
mains  and  service  pipe  in  the 
public  streets,  or  from  pipe  and 
fixtures  on  the  premises  of  the 
water  takers;"  and  it  is  pointed 
out  that  the  amount  of  such  waste 
from  street  mains  and  service 
pipe  is  a  much  larger  percentage 
of  the  total  consumption  than  is 
generally  estimated.  In  this  re- 
port it  is  further  stated :  "In  the 
Metropolitan  Water  District  there 
are  1,457  miles  of  pipe,  on  which 
there  are  750,000  leaded  joints,  from  which  leakage  may  occur."  With  reference  to  this  leakage, 
Mr.  Brackett  writes:  "Under  the  heading  of  'Waste  from  Street  Mains  and  Services,'  the 
report  gives  figures  which  show  that  there  is  a  large  underground  leakage  from  the  street 
mains  and  service  pipe,  as  distinct  from  the  waste  and  leakage  on  the  premises  of  the  water 
takers.  In  each  example  given,  the  street  mains  and  service  pipe  are  considered  jointly. 
No  mention  whatever  is  made  of  the  leaded  joints  as  a  source  of  waste.  The  underground 
leakage  occurs  from  broken  mains  and  services,  from  broken  connections  between  mains  and 
services,  also  services  abandoned  and  left  running,  and  from  defects  in  the  leaded  joints." 
Defects  in  the  leaded  joints  are  usually  due  to  outside  influences,  and  otherwise,  it  may  be 
repeated,  are  not  likely,  if  due  care  is  exercised  in  putting  down  the  pipe.  It  will  be  noted 
the  report  does  not  hold  the  leaded  joints  responsible  for  waste,  but  clearly  shows  how 
excessive  leakage  is  rather  very  largely  due  to  broken  mains  and  services  which  often  remain 
long  undiscovered,  the  water  escaping  into  sewers,  into  the  ground,  or  into  some  stream. 
As  an  example  of  this  we  quote  again  from  the  report :  "A  very  forcible  illustration  of  this 
source  of  waste  has  been  furnished  in  the  town  of  Stoneham.  During  the  first  six  months 


A  LonK.  Easy  Curve  with  Full  Length  Pipt 


f  X  I  T  K  D       .>-  T  A  T  F.  >       (AS  T       IRON       I1  I  I'  K       A  N  I)       1-  i  >  f  X  I>  R  Y       C  <  i  M  I1  A  X  Y 


l..»l  I  r..n  Main  Hi-l.  .rv  Te-t  mOpen  Trend 
Showing  Curvt-  with  Stnii^ht 


<•  year   190.-.   about  800,000  gallons   per    day  were 

supplied  to  the  town.      As  this  quantity  appeared  larger 

than  was  needed    for    legitimate   use,   an    investigation 

was   instituted  for  the   purpose    of  learning    where  the 

water  was  used,   with  the  result  that  four   leaks  in  the 

street  mains  were   found,   which   gave  no   surface  indi- 
cations.      After   these    were  repaired  the    consumption 

of  water  fell  to   550,000  gallons  per  day,  indicating  that 

470.000  gallons  per  day   had   been   wasting  from  a  few 

un:-ecn  defective  pipe."      In  considering  this  report,   it 

should  be  borne  in  mind  that  many  of  the  mains  which 

were  tested  form  parts  of  water  works  systems  installed 

many  years   ago.  when   perhaps  not  so  much  care  was 

taken  in  the  laying  of  pipe  as  is  now  generally  the  case. 

and  in  all   these  years,    therefore,   it  is  not  surprising 

that    because    of    settlement    and     inattention,    broken 

mains   and    services    developed    and    were    overlooked. 

All  of  this  goes  to  show  that   nowadays   the   problem  is 

hardly  that  of  the  leaky  joint,  for  this  report  is  rather 

an  argument  for   heavier  and  more  permanent  mains,  carefully  laid,  and  for  that  "eternal 

vigilance"  in  caring  for    them  which  will  go  a  long  way  to  insure  minimum  leakage.     On 

the  other  hand,  a  moment's  reflection  will  show  that  for  permanent  underground  mains,  if 

maximum  efficiency  and  a  minimum  leakage  are  to  be  secured,  short  length  light  weight 

pipe,  especially  those  with  bolted  joints,  are  to  be  avoided. 

Standard  Cast  Iron  Pipe  and  Specials  for  Gas  are  made  under  our  own  Standard 

Specifications   (so   far  as  they  apply   to   pipe   for  gas)   and  cast  to  dimensions  and   weights 

as  shown  in  the  tables,  (pages  105  to  i  iS)  which  have  been  carefully  prepared  with  the  advice 

and  assistance  of  several  gas  engineers  who  are  to-day  identified  with  some  of  the  largest  gas 

interests  in  the  United  States,  and  are  among  the  largest  users  of  cast  iron  pipe  for  gas.      In 

October,    1905.  the  tables  of  dimensions  and  weights  were  adopted  as  the  standard  of  the 

American  Gas  Light  Associa- 
tion. These  tables  may  be 
said,  therefore,  to  represent 
the  most  approved  practice, 
and  are  here  presented  with 
confidence  that  they  will  cover 
every  reasonable  requirement. 
It  should  be  noted  that  all  gas 
pipe  are  also  cast  vertically  in 
lengths  to  lay  12  feet,  insuring 
a  minimum  number  of  joints 
and  conseqxient  reduction  in 
leakage.  This  question  of  gas 
leakage  receives  constant  at- 
tention, and  we  are  not  infre- 
quently asked  to  specify  the 

Standard  Bell  and  Spigot  for  (la*  with  Rounded  Groove  in  Bell  best      form      of      joint,      though 


12' o'  -  -  -i\ 


Stnmluril  Bell  untl  Spirit  for  <ias 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      C-O  M  P  A  N  Y 


possible  leaky  joints  are  seldom  responsible  for  more  than  a  small  percentage  of  gas  main 
leakage.  Selection  is  governed  by  local  conditions;  thus  it  not  infrequently  happens  that 
pipe  having  bells  calked  with  lead  are  found  in  the  same  system  if  not  in  the  same  line 
with  pipe  having  joints  made  with  cement. 

Gas   Mains   with    Lead   Joints.       In   the   built-up   sections   of    cities,    where    streets 

are  crowded  underground  with  other  structures, 
and  surface  traffic  is  heavy,  the  tendency  seems  to 
be  to  increase  the  thickness  of  the  metal,  and  to 
use  exclusively  pipe  having  bells  calked  with  lead, 
as  securing  the  most  flexible  joint.  Such  pipe  with 
lead  joints  are  also  preferable  where  conditions  of 
sub-soil,  as  in  newly  made  ground,  indicate  possible 
subsidence.  In  any  location,  these  heavier  pipe 
with  joints  well  calked  with  lead  or  made  with 
cement,  afford  the  most  permanent  and  safe  conduit, 
naturally  costing  more  than  lighter  pipe,  but  when 
well  laid  under  a  paved  street  will  repay  such 
increased  cost  in  requiring  fewer  disturbances 
of  surface  and  consequent  extra  outlays  for 
repaving.  To  insure  good  results  the  lead  joint 
must  be  well  made ;  some  engineers  now  twice  calk  each  joint,  but  care  should  be  taken  to 
properly  yarn  each  spigot,  otherwise  trouble  will  result.  In  looking  for  the  cause  of  leaky 
lead  joints  in  a  gas  main  laid  near  one  of  our  plants,  a  number  of  pipe  were  broken  out  of 
the  line.  On  machine  cutting  lengthwise  through  the  bells  of  joints  which  did  not  leak,  it 
was  found  that  ample  yarn  had  been  used  and  the  lead  well  calked  in  against  it.  On  the 
contrary,  in  cutting  through  several  leaky  joints,  they  were  found  to  have  been  carelessly 
made,  with  the  yarn  put  in  loosely,  and  in  some  instances  so  little  of  it  used  it  might  as  well 
have  been  omitted  altogether.  No  matter  whether  the  pipe  be  put  down  with  lead  or  cement, 
the  joints  in  the  trench  should  be  carefully  made  and  tested,  preferably  before  back-filling. 
This  is  perhaps  more  essential  in  gas  than  in  water  mains,  and  test  in  the  open  trench  is  now 
the  usual  practice  of  leading  gas  engineers.  In  gas  mains,  as  with  water,  the  bell  and  spigot 
joint  is  not  the  only  source  of  leakage.  Here  again  "eternal  vigilance,"  in  watching  over  the 
distribution  mains,  services  and  meters,  aids  materially  to  insure  a  minimum  leakage. 

Gas  Mains  with  Cement  Joints.  The  results  obtained  with  cement  joints  have  been 
quite  remarkable,  and  account  for  the  growing  use  of  pipe  so  laid  in  residence  and  other 
sections  of  cities  and  towns  where  the  street  traffic  is  comparatively  light,  as  well  as  in  the 
open  country.  One  of  our  friends  writes  that  from  early  in  the  year  1899,  when  he  began 
using  cement,  to  early  in  the  year  1905,  he  has  made  joints  of  the  following  numbers: 


Lead  Joints 


Miles  of  Pipe  Laid 

Size 

Number  of  Feet 

Xumber  of  Leaks  which 
developed  after  mains  were 
covered,  1899  to  1905 

9  miles    5,020  feet 
in  miles    2,942  feet 
6  miles    5,213  feet 
4  miles    5,158  feet 
2  miles    5,022  feet 
3  miles    2,900  feet 
2  miles    2,693  feet 

4  inches 
6  inches 
8  inches 
12  inches 
16  inches 
20  inches 
30  inches 

52,540 
589,022 
36,893 
26,278 
15,582 
18,740 
13.253 

4 

2 

i 

4 
8 

10 

.£3 
or           52  leaky  joints 

142  miles    2,548  feet 

752.308 

out  of  approximately  80,000  joints  of  pipe  and  specials. 


22 


UNIVERSITY 


r  N  I  T  K  1 )       S  T  A  T  i  ,  S  T       I  R  ( )  N       1'  I  1'  K       AND       F  ( )  I*  X  1 )  R  V       Co  M  I'  A  N  Y 


In  the  foregoing  piping  all  joints  arc  of  cement:  no  lead  or  expansion  joints  were  used, 
and  the  figures  seem  to  establish  the  cement  joint  as  highly  satisfactory.  It  will  be 
noted,  however,  that  the  number  of  leaky  joints  of  20  inches  and  30  inches  diameter  is 
•ater.  This  is  attributed  to  the  fact  that  they  were  laid  when  the  men  who 
put  them  down  had  little  experience,  in  making  cement  joints  of  these  larger  six.es.  and 
before  they  "appreciated  the  immense  im- 
portance of  maintaining  a  nearly  constant 
temperature  of  joint  and  contiguous  pipe, 
from  the  time  the  joint  is  made  until  it  has 
had  time  to  thoroughly  set."  Another  engi- 
neer writes  of  an  experience  with  cement 
joints  extending  over  thirty-six  years.  The 
works  now  under  his  charge  have  about 
i.-j  miles  of  cast  iron  street  mains.  3  inches 
to  36  inches.  In  this  system,  located  in  New 
Jand,  no  lead  joints  are  used,  all  pipe 
and  specials  are  put  down  with  cement,  and 
no  trouble  is  experienced  owing  to  expan- 
sion. While  some  of  the  mains  are  in 
paved  business  streets  carrying  comparatively  heavy  traffic,  they  are  well  laid  in 
comparatively  deep  trenches  and  a  leaky  joint  is  very  rare  indeed,  and  then  nearly 
aways  due  to  outside  influence  such  as  excavations  for  other  mains  or  structures. 

The  limit  of  size  of  pipe  with  cement  joints  seems  to  vary  with  different  engineers. 
One  uses  cement  up  to  16  inches;  another,  "  up  to  12  inches  inclusive,  and  on  larger 
sizes  lead  joints  only,  as  a  leaky  joint  is  not  so  likely  to  prove  dangerous  to  the  men 
making  repairs."  Others  again  use  cement  joints  up  to  24  inches  on  comparatively  long 
mains,  while  there  are  cement  joint  30-inch  and  36-inch  mains  of  shorter  lengths.  In 
the  earlier  development  of  cement  joints,  bells  5  inches  deep  on  smaller  sizes,  and  6  or 

even  7  inches  deep  on  larger  sizes,  have 
been  used,  but  the  results  have  not  been 
such  as  to  warrant  the  extra  expense.  The 
good  results  shown  in  table,  page  22,  were 
obtained,  with  slight  exceptions,  with  pipe 
having  bells  of  the  standard  dimensions. 

Cement  Joint  Bells  and  Spigots  are 
often  made  without  grooves  in  the  bell, 
and  generally  with  somewhat  greater  joint 
room  than  for  the  lead  joint.  In  making 
cement  joints,  the  pipe  should  be  supported 
by  blocks  in  the  usual  manner  and  after 
starting  a  joint  it  should  be  completed 
promptly.  In  hot  weather  it  is  most  impor- 
tant to  keep  the  pipe  cool  and  at  a  uniform  temperature  until  the  joint  is  set — about  twenty- 
four  hours.  This  may  be  done  by  covering  the  pipes  with  boards  and  hay,  or  with  about 
6  inches  of  earth  kept  constantly  wet  while  the  sun  is  on  the  pipe.  During  warm  weather,  as 
far  as  practicable,  it  is  better  to  make  the  joints  in  the  early  morning,  protecting  them  during 
the  day,  and  after  testing  the  following  morning,  back-fill  the  trench.  If  it  is  necessary 


>>-inch  Cement  Joint* 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


to  make  cement  joints  in  freezing  weather,  care  should  be  taken  to  warm  the  joints  and 
avoid  exposure  to  a  freezing  temperature  until  set.  This  involves  some  extra  trouble  and 
expense  to  provide  sheet  iron  hoods  and  torches,  and  to  more  thoroughly  protect  the  pipe 
in  the  open  trench.  The  men  handling  cement  should  wear  rubber  gloves,  and  be  trained 
to  this  work.  Before  entering  the  bells,  the  spigot  ends  of  the  pipe  should  be  carefully 
yarned  with  untarred  jute  yarn  twisted  into  a  rope  of  about  the  same  diameter  as  the 
joint  space,  and  thoroughly  grouted  with  neat  cement  mixed  with  water  to  the  consist- 
ency of  cream;  this  yarn  should  then  be  well  driven  against  the  back  of  the  bell.  The 
^_.___ cement  should  be  of  the  best  quality,  mixed  by 

r^^^^^*  hand   in    very   small  quantities,    in    the    proportion 

of    three-fourths    cement    to   one-fourth    water    by 
^.^^^^^  volume,     and    thoroughly    kneaded.      The    cement 

should  then  be  pushed  into  the  socket  with  a 
hard  wood  or  steel  stuffing  tool,  then  a  second 
piece  of  yarn  as  before,  twisted  around  the  pipe 
and  driven  into  the  cement  with  calking  tools, 
after  which  the  joint  should  be  faced  by  hand 
-•  with  neat  cement  mixed  as  above,  finishing  with 

a  neat  fillet  around  the  end  of  the  bell. 

Cement  Joints  made  in  Winter.  Good  results 
in  laying  pipe  with  cement  joints  in  winter  are 
difficult  to  obtain.  They  can  be  secured,  however, 
and  the  experience  of  one  of  our  friends  in  putting 
down  a  main  8^  miles  in  length,  partly  of  1 6-inch 
and  partly  of  2o-inch  cast  iron  bell  and  spigot  pipe, 
is  of  interest.  This  line  runs  in  part  through  open 
country.  He  writes:  "A  large  part  of  the  work 
was  done  during  the  winter  of  1903-1904,  which  was 
an  unusually  severe  one,  the  thermometer  a  number 
of  times  during  January  and  February  going  below  zero.  The  thermometer  averaged 
below  freezing  from  the  middle  of  December  until  some  time  in  March,  so  that  there 
was  scarcely  any  weather  which  would  have  been  considered  suitable  for  making 
cement  joints.  In  laying  this  line,  the  joints  were  tested  under  three  pounds  pressure 
between  thirty-six  and  forty-eight  hours  after  they  were  made.  Between  October  3oth 
and  December  i4th,  of  the  1,289  joints  that  were  made,  30  were  found  leaking  and  were 
remade.  Between  December  isth  and  March  8th,  2,352  joints  were  made,  and  out  of 
these  225  were  found  leaking.  There  were  3,641  joints  on  the  line,  and  the  total  number 
remade  was  255.  We  have  been  over  the  line  this  year  and  have  found  it  in  almost 
perfect  condition."  As  this  was  the  first  pipe  put  down  with  cement  joints  at  this  plant, 
it  was  necessary  at  the  same  time  to  train  the  men.  Hence  the  loss  in  joints  between 
October  3oth  and  December  i4th  mainly  resulted  from  the  fact  that  the  men  were 
learning.  The  loss  between  December  i5th  and  March  8th  was  largely  due  to  freezing. 
Had  the  line  been  laid  in  seasonable  weather,  comparatively  few  leaks  would  have 
developed.  The  freezing  of  the  joints  occurred  in  spite  of  every  effort  to  keep  them 
covered  and  warm  until  set,  but  as  the  pipe  were  tested  in  the  open  trench,  the  leaks 
were  easily  located  and  remade,  and  the  line  is,  now  mos|  satisfactory. 

High   vs.  Low   Pressure    Gas   Mains.     Within   recent   years,    some   engineers  have 


A  Freshly  Made  Cement  Joint 


24 


f  N  I  T  K  I  >       >  T  A   I    1.  >       CAST       IRON       I'  I  I'  K       A  XI)       ]•  ( )  T  X  D  K  V       C  O  M  P  A  X  Y 


it  economy  in  using  comparatively  small  diameter  wrought  iron  or  steel  mains  under 
relatively  high  pressure,  for  carrying  gas  from  works  to  a  center  of  distribution  at  some 
distance.  These  mains  will  not  prove  as  durable  as  east  iron  pipe,  and  it  is  a  serious 
question  whether  a  larger  diameter  cast  iron  main  under  low  pressure  will  not  in  the  long 
run  prove  the  less  costly.  While  the  low  pressure  main  may  involve  a  greater  first  cost, 
the  high  pressure  line  usually  carries  a  heavy  daily  charge  for  pumping  and  maintenance, 
added  to  which  is  often  a  material  loss  in  candle  power.  These  are  factors  which  it  is 
our  impression  have  not  been  as  carefully  estimated  as  their  importance  warranted. 

Gas  Mains  with  Turned  and  Bored  Joints.  The  foregoing  may  be  said  to  outline 
general  practice  for  lead  and  cement  joint  cast  iron  gas  mains  in  the  United  States. 
Abroad,  however,  the  practice  varies,  and  many  prominent  users  prefer  the  turned  and 
bored  joint.  One  prominent  gas  engineer  in  London  writes:  "We  continue  the  use  of 

;iipe  with  turned  and  bored  joints."  Another.  "We  do  not  use  turned  and  bored 
joints:  we  prefer  the  ordinary  spigot  ami  socket  joint  made  with  lead  rings  run  into  the 
socket,  as  being  a  more  flexible  connection,  and  one  which  can  be  more  easily  made  sound 
by  setting  up.  should  any  subsidence  occur,  which  has  tended  in  any  way  to  loosen  the 
joint."  Evidently  "doctors  disagree."  It  is  nevertheless  true  that  the  turned  and  bored 
joint  has  been  adopted  with  satisfaction  in  many  important  gas  plants  in  England  and 
other  countries,  while  we  may  say  it  is  not  used  at  all  in  the  United  States  Our 
inquiries  as  to  gas  leakage  in  cast  iron  pipe-  having  turned 
and  bored  joints,  have  failed  to  bring  definite  response  in 
figures  or  percentages,  the  usual  statement  being  that  the 
joint  leakage  is  very  small.  For  those  who  prefer  an  iron  to 
iron  joint,  the  turned  and  bored  pipe  are  offered  as  being 
of  the  most  commonly  used  and  simplest  type,  avoiding 
use  of  bolts.  These  pipe  are  also  cast  vertically  in  dry 
sand  and  finished  in  lengths  to  lay  i .'  feet,  our  Standard 
Specifications  being  followed  as  far  as  they  apply  to  pipe 
of  this  design.  All  bells  and  spigots  are  machined  to  tem- 
plate, insuring  close  fitting  iron  to  iron  joints  easily  laid. 
The  turned  and  bored  joints  for  gas  mains  should  only 
be  used  in  districts  where  streets  are  straight  and  the 
soil  is  very  good  and  firm,  as  any  subsidence  or  movement 
may  lead  to  fracture  and  consequent  large  and  perhaps 
dangerous  leakage.  There  may  be  reasons  for  adopting 
the  turned  and  Ixired  joint  of  which  we  are  not  advised. 
but  considering  the  excellent  results  obtained  with  the  bell 
and  spigot  joint  in  the  United  States  and  apparently  abroad, 
we  agree  with  still  another  London  engineer  who  writes: 
"I  do  not  consider  that  the  turned  and  bored  joint  offers 
any  advantage  over  the  lead  joint  generally  used  for  gas  mains,  unless  it  be  in  the  sjx'cd 
and  facility  with  which  they  may  be  laid."  With  turned  and  bored  pipe,  special  castings 
with  IK-US  all  around  are  usually  supplied,  and  into  these  bells  a  cut  pipe  is  perhaps 
as  often  inserted  as  is  the  turned  spigot. 

Cast  Iron  vs.  Riveted  Steel  Pipe.  We  are  often  asked  regarding  the  life  of  cast 
iron  as  compared  with  wrought  iron  or  steel  riveted  pipe.  On  page  16  are  some  notes 
as  t<>  the  life  of  cast  iron  pipe,  which  may  readily  be  confirmed,  and  in  like  manner  it 


rvtunire  lt»s  Main 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

will  be  easy  to  obtain  reports  concerning  the  life  of  riveted  steel  pipe  that  have  been 
laid  a  few  years,  and  we  are  confident  that  careful  inquiry  will  prove  beyond  question 
that  cast  iron  pipe  is  the  best  material. 

Recently,  at  Portland,  Oregon,  we  were  awarded  the  contract  for  cast  iron  pipe  at  a 
very  marked  increase  in  the  total  cost,  as  compared  with  tenders  for  steel.  Owing  to 
the  distance,  the  cost  of  freighting  became  a  most  important  factor,  because  of  the  great 
difference  in  weight  which  naturally  favored  the  lighter  or  steel  pipe.  This  award  to  us 
of  the  contract  for  cast  iron  pipe,  was  not  made  until  after  a  very  careful  investigation 
on  the  part  of  the  engineer,  D.  D.  Clarke,  Esq.,  who,  during  the  fall  of  1905,  visited 
some  fifteen  cities  to  confer  with  the  officials  in  charge  of  water  supply,  as  to  their 
experience  with  riveted  steel  mains  and  to  ascertain  for  himself  what  he  could  as  to 
their  condition. 

During  1893  and  1894,  the  city  of  Rochester,  N.  Y.,  put  down  a  38-inch  steel  pipe 
conduit  made  up  of  steel  plates,  ^-inch  and  ^4-inch  metal.  This  line  runs  from  their 
Overflow  No.  i,  about  two  and  one-quarter  miles  north  of  Hemlock  Lake  to  Mount  Hope 
Reservoir,  a  distance  of  twenty-six  miles.  The  annual  report  of  the  city  of  Rochester 
for  the  year  1901  shows  that  as  early  as  the  year  1900  leaks  in  the  line  were  discov- 
ered, and  found  due  to  corrosion  of  the  steel  plates,  and  that  in  January,  1901,  other 
leaks  began  to  develop.  Later  reports  show  that  during  the  year,  in  seven  separate 
excavations,  fifteen  holes,  T^  inch  to  y±  inch  in  diameter,  were  found,  due  to  corrosion, 
and  that  more  or  less  tuberculation  was  present  along  the  joints  and  around  the  rivet 
heads.  One  sheet  alone  was  found  to  contain  more  than  five  hundred  pits  about  l/z 
inch  in  diameter  by  -fa  inch  deep.  A  careful  examination  of  the  interior  of  this  steel 
pipe  indicated  that  the  cause  of  the  corrosion  was  not  confined  to  the  presence  of  certain 
active  elements  in  the  soil.  Later  reports  indicate  that  during  1902  further  investigation 
showed  that  a  great  many  more  leaks  had  developed.  The  reports  of  the  city  of  Rochester 
for  the  years  1901  and  1902  contain  interesting  notes  regarding  the  investigations  made 
by  eminent  engineers.  Attention  is  particularly  directed  to  the  report  of  Professor  F.  L. 
Kortright,  of  West  Virginia  University. 

As  a  general  proposition,  it  seems  to  be  now  conceded  that  on  an  average  steel  rusts 
at  least  25  per  cent,  more  rapidly  than  cast  iron;  and  when  the  relative  thicknesses  of 
riveted  steel  and  cast  iron  pipe  are  considered,  it  is  readily  seen  that  cast  iron  pipe  will 
prove  by  far  the  more  permanent.  Then,  again,  the  increased  friction  in  riveted  steel 
pipe  reduces  by  10  to  20  per  cent,  the  flow  of  water,  as  compared  with  cast  iron  pipe  of 
the  same  diameter. 


26 


UNITED      STATES      CAST       I  K<  >  N      I' I  I' K      AND      KofNDRY      COMPANY 


Kin- 


Independent    High    Pressure    Fire    Systems 

In  the  United  States,  during  the  last  fifteen  years  high  pressure  tire  lines  have  been 
a  most  important  development.  Among  the  earliest  of  these  were  the  so-called  "empty 
mains"  leading  from  the  rivers  back  into  the  business  section*  of  Cleveland.  Detroit. 
Milwaukee  and  other  lake  cities.  At  Cleveland,  for  instance,  some  16,500  feet  of  6-inch. 
S-inch  and  lo-inch  cast  iron  pipe  have  been  put 
down  since  early  in  1891,  affording  additional  pro- 
tection partly  in  the  business  section  and  partly 
in  the  lumber  district.  When  a  large  lire  occurs 
in  the  protected  area,  the  harbor  fire  boats,  one 
of  7.000  and  the  other  of  4.000  gallons  capacity 
per  minute,  connect  with  these  mains  and  effec- 
tively assist  the  city  tire  department.  While  kept 
full  in  summer,  as  these  mains  were  not  laid  below 
frost  line  they  are  drained  in  winter:  but  the  fire 
boats  fill  them  quickly  and  provide  a  pressure  of 
about  100  to  150  pounds  at  the  hydrants  in  busi- 
ness streets  well  above  the  river.  These  mains  at 
Cleveland  have  proven  so  effective  that  plans  are  now  under  consideration  for  large  exten- 
sions, including  perhaps  an  independent  pumping  station.  At  Detroit  there  are  about 
26,000  feet  of  S-inch  and  io-inch  pipe,  chiefly  in  separate  S-inch  lines  of  various  lengths, 
in  business  streets  running  back  from  the  river,  and  served  by  fire  boats.  Two  of  these 
S-inch  lines  are  connected  through  io-inch  line  laid  in  the  business  center.  At  Milwaukee, 
there  are  about  46,000  feet  of  similar  S-inch  and  io-inch  pipe  in  streets  running  back  from 
the  rivers  and  canals.  At  Buffalo,  since  the  fall  of  iSg;,  about  8,800  feet  of  indepen- 
dent mains  have  been  installed.  The  first  of  these  mains  were  of  steel  and  the  latter 
of  cast  iron,  this  change  being  necessary  on  account  of  the  deterioration  of  the  steel  pipe. 

They  are  kept  full  in  summer,  and  empty  during  extreme 
cold  weather.  One  or  two  fire  boats  are  used,  as  necessity 
requires,  and  at  the  farthest  hydrant  a  pressure  of  275  pounds 
has  been  obtained  and  maintained,  and  on  one  test  the  two 
boats  gave  a  pressure  of  350  pounds  at  a  distance  of  2,500 

^<wr  •    "  "•^^»"  TT"~-— ~^_     feet  with  one  line  from  the  hydrant.     In  practice,  the  pressure 
-\  -I  —  \  ot  course   varies  with  the   number  of  lines  in   use  at  a  fire, 

••4  \  VB  <«••   oid^H    and  we  understand  that  it  rarely  exceeds   200   pounds  at   the 

hydrant.  One  objection  to  these  independent  fire  boat  mains 
is  that  the  fire  boats  may  be  prevented,  by  shipping,  the 
blocking  of  slips  by  vessels,  and  in  winter  because  of  ice,  from  promptly  reaching  the  bulkhead 
line  for  connection  to  mains.  It  is  claimed  that  the  fact  that  the  pipes  are  empty  in 
winter  does  not  delay  the  supply,  as  the  time  occupied  by  fire  boats  in  filling  the  mains 
about  equals  the  time  used  by  the  fire  company  in  proceeding  from  quarters  and  con- 
necting hose  to  hydrant.  <  >n  the  other  hand,  some  engineers  claim  that  these  fire  mains 
should  be  laid  below  frost  line  and  kept  full,  always  ready,  and  where  practicable,  con- 
nected up  to  sprinkler  systems  and  to  a  standpipe  in  all  large  buildings,  the  high  pressure 
to  be  turned  in  from  street  when  necessary.  These  connections  should  prove  a  source  of 


Six  Lines  frum    Hitfh    Pressure  Hy 
dram.    S«e  Next 


UNITED      STATES      CAST      IRON      PIPE      AND       FOUNDRY      COMPANY 


revenue,  or  at  least  cover  their  cost  and  maintenance.  Probably  the  first  complete  system 
of  independent  fire  mains  is  that  at  Providence,  R.  I.,  which  was  put  down  in  1897, 
and  consists  of  some  29,400  feet  of  1 2-inch,  1 6-inch  and  24-inch  cast  iron  pipe,  supplied  by 
gravity,  which  affords  about  100  pounds  pressure  at  the  hydrants.  The  system  is  so 
designed,  however,  as  to  admit  of  adding  pumps  to  bring  the  pressure  up  to  about  150 
pounds  at  the  hydrant. 

Later  developments  in  the  separate    fire    main    systems  are   those   at  Philadelphia  and 

Brooklyn,  the  latter  as  yet  hardly  complete. 
They  are  independent  high  pressure  plants, 
ready  for  instant  use.  The  mains  laid 
below  frost  line  are  kept  full  under  mod- 
erate pressure  the  year  around,  provision 
being  made  for  circulation  and  draining, 
and  they  are  connected  with  independent 
stations  in  which  are  installed  high  pressure 
power  pumps,  which  on  signal  bring  the 
pressure  almost  immediately  up  to  200 
pounds  or  more  at  the  hydrant. 

In  Philadelphia  the  present  system, 
which  comprises  some  34,000  feet  of  pipe, 
is  an  added  protection  to  the  congested  area, 
which  is  about  6,500  feet  long,  running 
back  from  the  Delaware  River  to  Broad 
Street,  by  about  2,500  feet  wide,  between 
Walnut  and  Race  Streets.  The  water  sup- 
ply is  taken  from  the  river.  The  pump 
house  is  on  the  water  front,  and  is  con- 
nected with  numerous  telephone  stations 
throughout  the  district,  and  with  the  regular 
fire  alarm  system.  There  are  also  several 
fire  boat  connections  for  emergencies.  The 
pump  house  contains  seven  units,  with  a 
combined  capacity  of  about  10,400  gallons 
per  minute.  These  are  triplex,  double- 
acting,  geared  plunger  pumps,  driven  by  gas  engines.  They  supply  a  2o-inch  discharge 
main,  which,  a  short  distance  from  the  station,  branches  into  1 6-inch  mains.  There  are 
three  1 2-inch  mains  and  one  i6-inch  main  leading  from  the  river  front  to  Broad  Street,  with 
cross  connections  of  8-inch  mains  at  intervals  of  about  every  three  blocks.  These  diameters 
are  nominal,  being  reduced  more  or  less  by  the  thickness  of  metal  in  the  pipe  used.  The 
mains,  normally  under  about  75  pounds  pressure,  are  kept  filled  through  check  valve 
connections  with  certain  of  the  city  water  mains.  In  case  of  fire,  within  a  minute  the 
pressure  at  any  hydrant  may  be  brought  up  to  200  pounds  or  more  if  necessary.  The 
pipe  are  all  of  cast  iron,  but  in  this  Philadelphia  system,  flange  pipe  were  used,  and 
after  completion,  lead  expansion  joints  were  inserted  to  overcome  the  difficulty  experienced 
with  the  flanged  joints  owing  to  expansion  and  contraction.  For  the  earlier  installations, 
including  the  fire  line  at  Boston,  the  new  systems  at  Brooklyn,  and  for  the  Manhattan 
district,  New  York,  cast  iron  bell  and  spigot  pipe  were  adopted.  At  Philadelphia,  the 


Six  High  Pressure  -Streams  from  One  Hydrant 


28 


r  N  i  T  !•:  i)     s  T  A  T  i:  s     CAST     IRON     i- 1  i>  K     A  N  i>     F  o  r  N  D  R  v     c  o  M  i"  A  x  Y 


hydrants  arc  of  the  gate  type,  the  pressure  tending  to 

t'i>rce  the  valve  <>tT  the   seat,   while   those   at    Brooklyn 

are    ot"    the    compression    type,    the    tendency    of    the 

water  pressure    being   to    close   the    valve.      \Vhilc   the 

Xew  York  ami  Brooklyn  systems  arc  naturally  expected 

to  be  a  marked  improvement   upon   the  earlier   Phila- 
delphia system,   the    latter   has  so   far  given  excellent 

service,    and    in    the    congested    section    covered,    the 

Board  of   Fire   Underwriters  have    reduced    the   insur- 
ance   rates    25    cents    per    8100.    which    represents    a 
annual    saving    in   the  cost  of    insurance   in    the 

protected    district.       In     Brooklyn,    it    is    estimated    a 

similar    reduction    in    the    cost    of    insurance    would 

result   in   a    "  saving  of  about  §550,000  a  year,   which 

represents  about  7.7  times  the  total  estimated  cost  of 

maintenance  and  operation,   plus  interest  and  sinking 

fund    charges    for    the    high    pressure    fire    system." 

The  credit  in   Philadelphia,  however,  was  in  part  due 

to  the  removal  of  a  penalty  for  deficient  water  supply. 
In  the  general  scheme  of  a  proj»sed    new  instal- 
lation of  high  pressure  fire  mains   in    Xew   York,   two 

independent  pumping  stations  on  the  water  front  are 

proposed,  each    to   have  a   present  capacity  of    15,000 

gallons  per  minute,  the  pumps  to  be  of  the  centrifugal 

type,   multi-stage,  direct  connected  to  electric  motors. 

wliich  in  starting  will  insure   service  at   full   pressure 

in    about    one    minute.     The    pumps   are    designed    to    readily    give    300    pounds    pressure 

at  the  pump  house,  which,  allowing  for  frictional 
loss  in  the  mains,  will  give  a  pressure  at  the 
base  of  all  hydrants  of  about  250  pounds  per 
square  inch.  In  each  station  the  intake  and  dis- 
charge lines  to  the  distribution  mains  will  be  dupli- 
cated, and  at  each  station  the  pumping  plant  will 
be  divided  into  so  many  units  that  it  will  be 
practically  impossible  for  any  station  to  completely 
break  down  or  entirely  cripple  the  high  pressure 
system.  The  distribution  mains  will  be  of  the  cast 
iron  bell  and  spigot  type,  having  deep  double  lead 
grooves  in  both  bell  and  spigot  ends  of  the  pipe. 
The  special  castings  will  be  of  cast  iron,  with  the 
exception  of  the  larger  tees  and  crosses,  which,  weak- 
ened by  the  area  cut  out  for  the  branches,  will  be 
made  of  steel.  The  pipe  will  be  of  i^-inch  metal 
for  24-inch  size,  ij-i-inch  metal  for  zo-inch  size,  i^- 
inch  metal  for  1 6-inch  size,  i-inch  metal  for  i2-ihch 
size,  and  ?4-inch  metal  for  8-inch  size,  (the  latter  for 
hydrant  connections  only)  and  tested  at  the  foundry 


l'n--sure  Fire  Stream 


1 


Double  linxivv  Bell  anil  Spigot  Hi«h  Pressure  Pipe. 
Furnished  t<  •  <  >riler  with  Pipe  per  Table  Xo.  4.  Pasre  46 


Double  (ir.».ve  Bell  ami  Regular  Spigot  High  Pres- 

-tiri-  1'ijx- 


n 


Stamlar.l  H  .  .mil  Spigot.     (See  Table 

Xo  4. 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


to  a  pressure  of  650  pounds  per  square  inch.  These  pipe  are  similar  to  those  used  in  the 
Brooklyn  system,  in  which  2o-inch  is  now  the  largest  diameter,  and  it  will  be  noted 
that  these  cast  iron  pipe  to  work  under  250  pounds  pressure  at  the  hydrant,  are  of  the 
bell  and  spigot  type,  calked  with  lead  in  the  ordinary  way.  Such  joints  have  been 
tested  to  750  pounds  pressure,  while  250  pounds  is  usually  considered  ample  for  these 
high  pressure  fire  mains.  The  use  of  such  mains  is  steadily  finding  favor,  and  must 
increase  as  their  value  and  the  lessened  cost  of  insurance  becomes  apparent.  Chicago, 
Baltimore,  Toronto  and  other  cities  have  under  consideration  important  independent  fire 
main  installations.  Not  only  for  large  cities  and  towns  are  these  mains  practicable,  but  also 
in  comparatively  small  towns,  and  for  important  isolated  manufacturing  plants  will  they 
find  favor.  Many  of  the  latter  have  their  own  electric  power,  which  in  case  of  fire  could 
readily  be  diverted  to  electric  motors  direct  connected  to  the  centrifugal  or  other  power 
pumps  of  an  independent  fire  system,  which  in  some  instances  can  be  combined  with 
village  or  town  protection.  The  effect  on  insurance  rates  will  often  justify  the  protected 
property  owners  in  assuming  alone  the  cost  of  installation  and  maintenance. 

Hydraulic  Power  Mains.  For  pressures  up  to  750  pounds,  the  smaller  sizes  of  cast 
iron  bell  and  spigot  pipe  may  be  used  around  manufacturing  plants  for  underground  mains, 
the  form  of  socket  being  altered  somewhat  for  pressures  above  250  pounds.  Such  piping  is 
made  to  order  only.  While  hydraulic  power  is  largely  used  by  steel  works  and  other 
manufacturing  plants  in  this  country,  we  have  rib  installation  for  public  supply  correspond- 
ing to  the  well  known  plant  of  the  London  Hydraulic  Power  Company,  which  has  now 
been  in  successful  operation  for  more  than  twenty  years,  and  supplies  motive  power  from 
over  150  miles  of  mains,  to  which  in  1905  were  connected  5,597  machines.  The  power  is 
available  day  and  night  the  year  around,  operating  direct-acting  hydraulic  lifts  and  motors, 
and  is  also  used  for  injector  fire  hydrants,  affording  special  fire  protection,  and  for  ejectors, 
the  latter  being  extensively  used  for  raising  water.  The  first  of  these  independent  hydraulic 
power  works  was  put  down  in  1877  at  Hull.  The  plant  in  London  was  commenced  seven 
years  later,  and  such  works  have  now  been  installed  in  Liverpool,  Manchester,  Glasgow 

and  other  cities  in  England,  and  at  Melbourne  and 
Sydney  in  Australia.  In  London,  the  Company  pumps 
its  water  from  the  Thames,  while  in  Manchester,  for 
instance,  the  supply  is  taken  from  the  city  mains, 
which  saves  much  in  pumping.  In  London,  the  work- 
ing pressure  is  700  pounds,  while  in  Manchester  it  is 
1,120  pounds.  All  of  the  mains  are  of  cast  iron. 
Hydraulic  power  has  uses  and  advantages  which  even 
electricity  cannot  supplant,  and  it  would  seem  that  in 
congested  districts  similar  power  plants  could  be 
worked  to  advantage  and  economy  for  office  building 
elevators  and  lifts,  and  presses  in  warehouses,  releas- 
ing valuable  space  now  occupied  by  pumps  and  extra 
boilers,  to  say  nothing  of  its  use  for  numerous  other 
power  purposes. 

In     London,     the    average    charge    for    hydraulic 
power    is    much    the    same    as    the    average    charge 
for    electric    energy    within    the    same    area,    and    as 
Handling  Pipe  with  Moore1,  patent  Traveler      compared    with    electric    lifts,    the    hydraulic    elevator 


r  N  I  T  K  1 1       S  T  A  T  i:  >       CAST       I  R  ( >  X       1'  I  I'  1C       AND       K  <  >  r  N  I  >  R  Y       C  ( >  M  P  A  N  Y 


rtainly    .  it    not    hotter,   whether    considered    from    the    view    point   of   safety, 

economy  or  convenience. 

Sewers.     There   is  a   notable   and   very  marked  increase   in   the   use  of  cast   iron   pipe 

•wers.  not  only  for  sewage  force  mains,  hut  es]>ccially  in   locations  liable  to  subsidence, 
such    as    in   marshy   ground,    newly   rilled    streets,    or   where    the    sub-soil    conditions    make 
a  more  permanent  construction  than  is  secured  by  the  ordinary  brick  sewer.      Cast 
iron    pipe  are  also  u-  ivantage   on    hills,   where  the  rush  of  water  during  storms   is 

liable  to  wash  out  the  ordinary  brick  or  tile  sewer  which  may  have  been  disturbed  by  the 
action  of  frost.  During  the  past  year  we  have  furnished  for  sewers,  several  lines  of  3o-inch 
to  oo-inch  cast  iron  pi])e,  and  their  increasing  use  for  sewers  has  become  an  important  factor. 

!>t  for  force  mains,  usually  pipe  of  our  Class  A  dimensions  and  weights  are  specified, 
but  there  are  often  1.. cations  which  necessitate  the  use  of  heavier  pipe.  The  thickness 
of  pipe  to  be  used  is  a  question  for  the  engineer,  and  while  the  use  of  cast  iron  pipe 
naturally  involves  a  larger  initial  cost,  this  difference  is  inconsiderable  when  compared 
with  advantages  secured  through  the  more  substantial  and  lasting  construction. 

Culverts  and  Drains.  The  very  extensive  use  nowadays  of  cast  iron  pipe  for  railroad 
culverts  and  drains  is  well  understood,  as  is  also  their  adoption  by  township  commissioners  for 
drains  under  country  roads.  They  are  indeed  an  important  factor  in  "good  roads"  devel- 
opment. The  largely  increased  demand  is  the  natural  result  which  has  followed  the 
appreciation  of  the  many  advantages  derived  from  the  use  of  cast  iron  pipe  for  culverts. 
<  >ne  length  of  cast  iron  pipe  will  lay  12  feet,  and  may  be  used  instead  of  six  z-foot  lengths 
of  vitrified  pipe,  thus  minimizing  the  risk  of  washout  by  markedly  reducing  the  number 
of  joints.  As  compared  with  a  brick  or  stone  culvert,  the  cast  iron  pipe  culvert  is  less 
liable  to  be  affected  by  the  action  of  fro..t,  while  the  smooth  interior  of  the  pipe  is  not 
easily  obstructed  and  may  readily  be  cleaned.  Aside  from  this,  cast  iron  pipe  culverts 
are  of  relatively  great  strength  and  easily  and  cheaply  put  down,  it  being  simply  necessary 
to  see  that  the  pipe  have  an  even  bearing,  that  the  joints  are  supported  and  that  the 
material  about  the  pipe  is  carefully  tamped  under  and  around  them,  at  least  up  to  their 
center  line.  They  are  often  laid  even  without  the  setting  in  masonry  of  the  upstream 
end.  A  brick  or  masonry  facing,  however,  is  desirable  for  permanent  culverts,  as  tending 
to  prevent  undermining  the  pipe.  Where  roads  cross  streams  which  in  times  of  freshet 
may  be  greatly  enlarged,  it  is  not  unusual  to  provide  several  parallel  lines  of  pipe  to  take 
care  of  the  increased  flow.  We  now  make  c:tst  iron  pipe  up  to  84  inches  inside  diameter, 
as  shown  in  Table  No.  j.  Where  there  is  not  space  for  the  larger  diameters,  two  or  more 
parallel  lines  of  smaller  pipe  may  often  be  used  to  advantage.  The  following  table  shows 
the  weight  per  cubic  foot  of  embankment  material.  To  determine  the  pressure  per  square 

..f  embankment  upon  the  horizontal  surface  of  pipe,  multiply  the  weight  per  cubic  foot 
by  the  height  of  the  rill  above  the  pipe.  Thus  it  will  be  seen,  for  high  embankments 
only  heavy  pipe  should  be  used,  and  great  care  taken  to  so  lay  the  pipe  that  they  will 
not  be  subject  to  undue  subsidence. 

Kmhankment   Materials — Weights  per  Cubic   Foot 


MM 

Avtra>fo  Weight 

Specific  (  .• 

Average  Voids 

2    <• 

Coarse  Gnr.v! 
(r  ravel  . 
Sharp  Sand 

Clav      . 
\i-..»-- 

12(i       pounds 
iii,      pounds 
ipi      pounds 
pounds 

.Ml 

44" 

.a8  per  cent. 
.  30  per  cent. 
.  33  per  cent. 
.  12  per  cent. 

UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Submerged    Pipe 


Laying  24-inch  Flexible  Joint  Pipe  Across  Chelsea  Creek,  Boston 


For  river  crossings  or  in- 
take lines,  cast  iron  pipe  are 
used  with  flexible  joints.  Under- 
water conditions  usually  deter- 
mine the  type  of  joint  and 
thickness  of  metal  in  the  pipe 
selected.  Submerged  mains  are 
generally  so  inaccessible  and  so 
seldom  duplicated  in  a  given 
location,  that  the  risk  of  failure 
for  any  cause  should  be  mini- 
mized by  a  due  regard  for  out- 
side influences.  Care  should  be 
taken  to  so  locate  river  cross- 
ings as  to  avoid  injury  to  the 
pipe  from  passing  boats,  and  in 
shallow  waters,  from  ice,  drift 
and  snags.  Where  damage  to 
the  main  may  result  from  these  causes,  that  portion  of  the  line  liable  to  disturbance  should 
if  possible  be  laid  in  a  trench  dredged  out  for  it.  When  necessary  in  laying  to  work  from 
a  barge  or  raft,  current  and  tidal  conditions  should  be  noted,  and  provision  made  to  bold  the 
float  directly  in  the  line  of  crossing. 

The  photograph  clearly  indicates  how  a  line  of  24-inch  flexible  joint  pipe,  Type  No. 
2,  was  laid  across  Chelsea  Creek,  Boston,  a  distance  of  some  1,438  feet.  As  the  pipe 
were  jointed  the  barge  was  moved  forward  sufficiently  to  admit  of  placing  the  next 
length  as  shown. 

At  New  Orleans,  our  Type 
No.  4  flexible  joints  with  inter- 
mediate lengths  of  flange  pipe 
were  used  to  make  up  two 
36-inch  discharge  lines  for  the 
river  end  of  a  48-inch  cast  iron 
sewage  force  main.  The  pho- 
tograph shows  one  of  these 
36-inch  outlets  just  before  low- 
ering, the  curved  end  piece  to 
be  turned  down-stream.  The 
river  end  section  of  the  48-inch 
main,  carried  on  a  trestle  of 
creosoted  timber,  runs  out  un- 
der an  old  wharf  at  the  head  of 
Spain  Street,  slightly  above 
the  mean  gulf  level.  Near 

the    end    Of     the    Wharf,    flanged  Out-flow  Pipe,  with  Type  4  Flexible  Joints,  as  Used  at  New  Orleans 


Two  3<>-inch 


K'.VIT.    I 


I"  N  1   I    K  I)       S  T  A  T  !•:  S       CAS  T       IRON       I'  I  I1  K       AND       F  (  •  f  N  I)  K  V      C  ()  M  I'  A  X  Y 

connections  divide  the  piping  into  the  two  56-inch  outlet  lines  which  first  have  a  vertical 
dn>p  of  some  i.S  <>r  10  feet  and  then  curve  out  into  the  river.  To  clear  the  way  for 
these  pipe  lines,  old  wharf  piles  were  cut  off  by  jetting  alongside  and  using  dynamite 
pku  and  trenches  for  the  pipe  were 

cut  out  by  a  suction  dredge. 

In  other  flexible  joint  mains  for  river  crossings 
and  other  deep  waters,  such  a  curve  as  is  indicated 
in  the  photograph  is  sometimes  necessary,  where 
banks  are  steep  and  the  bottom  dips  off  abruptly, 
or,  instead,  one  or  two  short  lengths  of  flexible 
pipe  may  be  used. 

When  it  is  necessary  to  carry  an  important 
supply  across  a  river,  to  minimize  the  risk  of 
failure  in  case  of  accident  it  is  safer  to  put  down 
two  separate  mains.  The  photograph  shows  the 
end  of  a  4S-inch  low  service  pipe  line  divided  into 
two  36-inch  lines  across  Mystic  River.  Boston. 
Valves  are  placed  at  each  end  of  the  36-inch  pipe 
so  that  when  necessary  the  flow  may  be  main- 
tained through  one  line  while  repairs  are  made  to 
the  other.  As  the  river  bottom  was  covered  with  mud  for  a  depth  of  10  feet  or  more, 
the  pipe  were  laid  on  pile  supports  in  bents  12  feet  apart.  For  a  distance  of  100  feet 
under  the  channel,  the  pipe  are  about  10  feet  below  mean  low  water,  rising  gradually  on 
either  side.  Here  the  shallow  crossing  permitted  the  use  of  a  mixed  line  of  three  types 
of  joints.  They  were  first,  pipe  of  the  regular  bell  and  spigot  standard  except  that  the 
bells  were  made  with  three  grooves  instead  of  one:  second,  were  the  same,  with  the 
spigots  turned  to  a  uniform  slight  taper  so  as  to  be  interchangeable;  and  third,  flexible 
joint  pipe  Type  No.  2,  which  were  used  where  there  were  vertical  deflections  or  future 
subsidence  was  probable.  The  pipe  were  put  together  on  shore,  in  sections  generally  of 
six  pipe,  much  as  described  under  taper  joint  pipe,  page  34.  then  loaded  on  the  pipe- 
laying  scow  anil  moved  out  over  the  location.  This  scow  was  provided  with  two  derricks, 

from  which  hung  a  stiff  truss  about  75 
feet  in  length,  to  which  the  pipe  were 
attached  and  then  swung  clear  and  to 
one  side  of  the  scow,  and  when  the  latter 
had  been  adjusted  to  the  proper  position 
the  pipe  were  lowered  and  the  taper 
spigot  of  one  end  of  the  section  inserted 
in  the  leaded  bell  of  the  preceding  sec- 
tion. The  two  sections  were  then 
drawn  together  by  hydraulic  power, 
and  the  taper  joint  between  them  calked 
by  a  diver. 

Taper  Joint  Pipe  for  submerged  lines  under  moderate  pressures,  on  comparatively 
level  bottoms  with  easy  off  shore  slopes,  are  usually  ordered  in  sets  of  so  many  lengths 
having  standard  spigots  and  special  bells,  and  a  like  number  having  standard  bells  and 
machined  taper  spigots,  as  shown  in  the  cut,  and  usually,  with  twice  as  many  lengths  of 


MVMU-  kivt-r.  H 


33 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


6o-inch  Pipe  on  Phillips'  Patent  Caisson,  Ready  for  Lowering 


Taper  Spigot 


standard  bell  and  spigot  pipe, 
the  latter  often  with  two  or 
three  lead  grooves,  depending 
on  the  proposed  location  of  the 
line.  In  laying,  a  taper  joint 
thus  comes  between  every  two 
or  three  sets  of  the  standard 
bell  and  spigot  joints.  If  the 
line  is  put  down  in  48-foot  sec- 
tions, two  of  the  special  pipe 
and  two  standard  pipe  are  re- 
quired for  each  section.  At  the 
shore  end,  upon  the  wharf  or 
barge,  the  taper  spigot  is  tem- 
porarily inserted  in  the  bell  of 
a  special  pipe  which  will  form  the  front  or  outward  end  of  a  section,  and  the  lead  space 
run  full  with  lead  but  not  calked.  The  taper  spigot  is  then  withdrawn  to  be  used  as 
the  rear  end  of  the  following  section.  The  leaded  bell  is  then  fitted  with  a  temporary 
collar,  provided  with  guides  to  insure  entry 
of  spigot  without  injury  to  mold.  The  four 
lengths  are  then  put  together  on  the  barge 
or  float,  the  joints  made  in  the  ordinary 
way,  and  the  float  towed  to  the  proper  loca- 
tion for  lowering,  and  once  in  line  on  the 
the  bottom,  the  section  is  moved  so  that 
taper  spigot  is  drawn  home  into  the  leaded  bell  of  the  preceding  section.  This  is  usually 
done  by  ratchet  jacks  or  hydraulic  power  controlled  by  divers,  who  then  calk  the  taper 
joint.  Various  methods  for  handling  and  lowering  have  been  adopted  (see  page  35),  but 

as  shown  in  the  accompany- 
ing cut,  the  Phillips'  pat- 
ent caisson  affords  many  ad- 
vantages. The  cut  indi- 
cates the  manner  in  which 
the  two  6o-inch  cast  iron 
submerged  outfall  sewage 
lines  of  the  Metropolitan 
Water  and  Sewerage  Board 
were  laid.  They  extend  to 
a  point  something  over  a 
mile  beyond  low  water,  the 
bottom  of  the  pipe  being 
placed  at  an  average  depth 
of  9  feet  below  the  bed  of 
the  harbor,  and  each  pipe 
rests  on  two  pile  supports. 
I  To  accomplish  this,  the 

Grinning  6a-mch  Pipe  into  Position  for  Lowering  trench     Was     dredged     OUt     to 


34 


UNITED      STATES      (AST      IRON      IM  I' K      AND      FOUNDRY      COMPANY 


a  width  of  10  feet 
at  the  bott«nn 
and  ?o  feet  at 
the  t<>]>. and  after 
they  were  laid, 
the  pipe  were 
covered  in  by 
m  a  t  e  r  i  a  1  f  r<  >m 
scows.  When 
floated  out  over 
the  line,  the  scc- 
tion  of  jointed 
pipe  wasseeured 
to  the  caisson, 
and  which,  as 
used,  was  (.  feet 
square  by  52 
feet  long,  divid- 
ed into  nine 

compartments  which  could  be  separately  flooded. 
When  empty  this  caisson  would  support  24  tons, 
and  when  rilled  it  would  sink.  Hence,  when  car- 
rying the  pipe  to  sink,  it  was  only  necessary  to 
partially  flood  the  compartments. 

When  the  caisson  was  released  from  the 
lighter,  it  would  turn  over,  and  when  sufficiently 
flooded  would  soon  reach  the  bottom,  where, 
still  attached  to  it,  the  pipe  were  adjusted  to 
line  and  grade.  tnc  special  joint  drawn  home 
and  calked,  after  which  the  caisson  was  cut  loose,  hauled  up  and  {jumped  out. 
Intake  Lines,  usually  laid  out  into  a  lake  or  smaller  stream,  are  not  likely  to  be 
disturbed,  except  possibly  by  ice.  and  where  the  lx>ttom  is  smooth,  with  a  gradual  slope, 
the  main  may  thus  be  made  up  partly  of  flexible  and  partly  of  bell  and  spigot  taper  joint 
pi]x-,  and  in  some  locations  the  latter  pipe  of  larger  sixes,  with  bell  and  taper  spigots  alone. 
or  intersjiersed  with  regular  bell  and  spigot  pipe,  may  be  used.  The  accompanying  views 

show  a  jo-inch  intake  main 
about  1,700  feet  in  length, 
laid  about  three  years  ajjo. 
which,  as  it  was  put  together 
on  the  bank,  was  floated  up- 
stream into  the  desired  posi- 
tion and  then  lowered  on  to 

i  ,  ^  m  „         the  bottom  6  to  8  feet  below 

"""* ""^^•"•SH^lS       tne  surface.     Here   the   un- 
derwater condition  and  ser- 
im       vice  admitted  of  using  bell 

M  n.wtei!  Out  into  Stream  Bef..re  lowering  an^    Spigot    pipe. 


'lacinn  >V.-iiK-li    Outfall    I'ipv.    t'siiiK    Phillips'    l'at.-nt 
•n.     Metropolitan  Water  anil 


35 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      C.O  M  P  A  N  Y 

Standard   Specifications 

The  standard  specifications  for  cast  iron  pipe  and  special  castings,  will  be  found  to 
be  substantially  those  of  the  New  England  Water  Works  Association,  modified  to  cover  the 
four  classes  of  pipe  shown  in  our  Table  No.  2,  instead  of  the  ten  classes  listed  in  Table 
No.  2  of  the  New  England  Specifications,  while  many  of  the  dimensions  in  our  Table  No.  i 
are  identical  with  those  of  the  New  England  Table  No.  i.  Officers  of  this  Company  were 
members  of  the  Foundries  Committee  which  conferred  with  the  Committee  of  the  New 
England  Water  Works  Association  when  that  committee  had  in  preparation  the  New 
England  Specifications,  and  the  tables  of  standard  dimensions  and  weights  here  presented 
may  be  said  to  be  the  New  England  tables  brought  down  to  a  merchantable  basis.  It 
will  be  noted  that  in  Section  i,  third  paragraph,  provision  is  made  for  intermediate  weights, 
so  that  other  weights  than  those  we  specify  in  Table  No.  2  may  be  obtained,  if  essential. 
We  have  also  added,  as  shown  in  Tables  No.  3  and  No.  4,  four  heavier  classes  for  fire 
line  and  other  high  pressure  service. 

As  to  the  specials,  except  in  the  larger  tees  and  crosses,  these  will  also  be  found  to 
closely  follow  the  New  England  tables,  the  line  having  been  made  somewhat  more 
complete.  On  laying  down  the  New  England  line  of  tees  and  crosses,  we  found  it 
necessary  to  slightly  lengthen  the  run  on  all  tees  and  crosses  30  inches  diameter  on  the 
run  and  larger,  where  the  arm  is  14  inches  or  larger,  in  order  to  secure  additional  metal 
in  the  corner  section  and  avoid  having  the  outside  contour  of  the  run  bell  cut  into  by 
the  arm.  The  tees  and  crosses  have  also  been  thickened  in  corner  sections  and  on  the 
flats,  and  the  design  varied  as  increase  in  pressure  required.  The  metal  strains  in  the 
flats  are  so  complex  that  they  cannot  be  figured  accurately,  and  it  is  essential,  therefore, 
to  avoid  making  the  run  too  short,  thereby  reducing  the  metal  in  corner  sections  below 
a  safe  limit.  The  weights  for  all  special  castings  are  estimated,  and  some,  therefore, 
may  exceed  somewhat  the  usual  variation  percentages. 


-X- 


Standard  Specifications  for  Cast  Iron  Pipe  and  Special  Castings 

Description  of  Pipe 

SECTION  i.  The  pipe  shall  be  made  with  hub  and  spigot  joints,  and  shall  accurately 
conform  to  the  dimensions  given  in  Tables  No.i  and  No.  2.  They  shall  be  straight  and  shall 
be  true  circles  in  section,  with  their  inner  and  outer  surfaces  concentric,  and  shall  be  of 
the  specified  dimensions  in  outside  diameter.  They  shall  be  at  least  12  feet  in  length, 
exclusive  of  socket.  For  pipe  of  each  size  from  4-inch  to  24-inch  inclusive,  there  shall  be 
two  standards  of  outside  diameter,  and  for  pipe  from  3o-inch  to  6o-inch  inclusive,  there  shall 
be  four  standards  of  outside  diameter,  as  shown  by  Table  No.  i.  The  outside  diameters 
to  be  cast  on  pipe  above  4-inch. 

All  pipe  having  the  same  outside  diameter  shall  have  the  same  inside  diameter  at 
both  ends.  The  inside  diameter  of  the  lighter  pipes  of  each  standard  outside  diameter, 
shall  be  gradually  increased  for  a  distance  of  about  6  inches  from  each  end  of  the  pipe 
so  as  to  obtain  the  required  standard  thickness  and  weight  for  each  size  and  class  of  pipe. 

Pipe  of  standard  thickness  and  weight,  intermediate  between  the  classes  in  Table 
No.  2,  shall  be  made  of  the  same  outside  diameter  as  the  next  heavier  class.  Pipe  with 

*  For  dimensions  and  weights  see  table  pages. 


CAST       I  R  <  •  X       1'  I  1'  K       A  X  1)      K  <  >  V  X  DRY      C  O  M  P  A  N  Y 

standard    thickness    and    weight    less    tlian    shown    by  Table   Xo.    j,   shall  be  made  of  the 

same    outside    diameter    as    the    Class  A   pipe,   and    pipe    with    thickness  and   weight  more 

than  shown  by  Table  No.  j,  shall  be  made  <>f  the  same  outside  diameter  as  the  Class  I)  pipe. 

pipe  4-inch  to   iz-inch   inclusive,   one  class  of   special  castings  shall  be  furnished, 

made  from  Cl.i^-    I>  pattern.      Those  having  spigot  ends  shall    have    outside   diameters    of 

t  ends  midway   between   the  two  standards    of    outside  diameter,   as  shown  by  Table 

No.    i.   and  shall  be  tapered   back    for  a  distance  of  (>  inches.      For    pipe    from    i-j-ineh   to 

24-inch    inclusive,    two    classes    of    special    castings    shall    be    furnished:    Class    H    special 

:igs  with  Classes  A  and   B  pipe,   and    Class   I)  special    castings  with  Classes  C  and   I) 

pipe;  the  former  shall  have  east  on   them   the  letters   "AH"  and  the  latter   "CD."     For 

pipe  ^0-inch  to  6o-inch    inclusive,   four  classes  of  special  castings  shall  be  furnished,  one 

for   each   class   of   pipe,  and   shall    have   cast   on    them    the   letter  of   the  class  to  which 

they  belong. 

Allowable  Variation  in  Diameter  of  Pipe  and  Sockets 

SK  i  ION  2.  Especial  care  shall  bo  taken  to  have  the  sockets  of  the  required  size. 
The  sockets  and  spigots  will  be  tested  by  circular  gauges,  and  no  pipe  will  be  received 
which  is  defective  in  joint  room  from  any  cause.  The  diameters  of  the  sockets  and  the 
outside  diameters  of  the  bead  ends  of  the  pipe,  shall  not  vary  from  the  standard  dimensions 
by  more  than  .06  of  an  inch  for  pipe  16  inches  or  less  in  diameter,  .08  of  an  inch  for 
i8-inch,  20-inch  and  24-inch  pipe,  .10  of  an  inch  for  30-inch,  36-inch  and  42-inch  pipe, 
.12  of  an  inch  for  48-inch,  and  .15  of  an  inch  for  54-inch  and  6o-inch  pipe. 

Allowable  Variation  in  Thickness 

SK  i  ION  3.  For  pipe  whose  standard  thickness  is  less  than  i-inch,  the  thickness 
of  metal  in  the  body  of  the  pipe  shall  not  be  more  than  .08  of  an  inch  less  than  the 
standard  thickness,  and  for  pipe  whose  standard  thickness  is  i  inch  or  more,  the  varia- 
tion shall  not  exceed  .10  of  an  inch,  except  that  for  spaces  not  exceeding  8  inches  in 
length  in  any  direction,  variations  from  the  standard  thickness  of  .02  of  an  inch  in  excess 
of  the  allowance  above  given  shall  be  permitted. 

For  special  castings  of  standard  patterns  a  variation  of  50  per  cent,  greater  than 
allowed  for  straight  pipe  shall  be  permitted. 

Defective  Spigots  may  be  Cut 

SM  HUN  4.  Defective  spigot  ends  on  pipe  12  inches  or  more  in  diameter  may  be  cut 
off  in  a  lathe  and  a  half-round  wrought-iron  band  shrunk  into  a  groove  cut  in  the  end 
of  the  pipe.  Not  more  than  12  per  cent,  of  the  total  number  of  accepted  pipe  of  each 
size  shall  be  cut  and  banded,  and  no  pipe  shall  be  banded  which  is  less  than  n  feet  in 
length,  exclusive  of  the  socket. 

In  case  the  length  of  a  pipe  differs  from  12  feet,  the  standard  weight  of  the  pipe 
given  in  Table  No.  2  shall  be  modified  in  accordance  therewith. 

Special  Castings 

SH  i  P  IN  5.  All  special  castings  shall  be  made  in  accordance  with  the  cuts  and  the 
dimensions  given  in  the  tables  forming  a  part  of  these  specifications. 

The  diameters  of  the   sockets  and   the   external   diameters  of  the  bead  ends  of  the 


37 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

special  castings,  shall  not  vary  from  the  standard  dimensions  by  more  than  .12  of  an  inch 
for  castings  16  inches  or  less  in  diameter,  .15  of  an  inch  for  i8-inch,  2o-inch  and  24-inch, 
.20  of  an  inch  for  3o-inch,  36-inch  and  42-inch,  and  .24  of  an  inch  for  48-inch,  54-inch 
and  6o-inch.  These  variations  apply  only  to  special  castings  made  from  standard  patterns. 
The  flanges  on  all  manhole  castings  and  manhole  covers,  shall  be  faced  true  and 
smooth  and  drilled  to  receive  bolts  of  the  sizes  given  in  the  tables.  The  manufacturer 
shall  furnish  and  deliver  all  bolts  for  bolting  on  the  manhole  covers,  the  bolts  to  be  of 
the  sizes  shown  on  plans,  and  made  of  the  best  quality  of  mild  steel,  with  hexagonal 
heads  and  nuts  and  sound,  well-fitting  threads. 

Marking 

SECTION  6.  Every  pipe  and  special  casting,  shall  have  distinctly  cast  upon  it  the 
initials  of  the  maker's  name.  When  cast  especially  to  order,  each  pipe  larger  than  4-inch 
may  also  have  cast  upon  it  figures  showing  the  year  in  which  it  was  cast  and  a  number 
signifying  the  order,  in  point  of  time,  in  which  it  was  cast,  the  figures  denoting  the  year 
being  above  and  the  number  below,  thus: 

1901  1901  i  yo  i 

I  2  3 

also  any  initials,  not  exceeding  four,  which  may  be  required  by  the  purchaser. 
The  letters  and  figures  shall  be  cast  on  the  outside  and  shall  not  be  less  than  2  inches  in 
length  and  l/&  of  an  inch  in  relief,  for  pipe  8  inches  in  diameter  and  larger.  For  smaller 
sizes  of  pipe,  the  letters  may  be  i  inch  in  length.  The  weight  and  the  class  letter  shall 
be  conspicuously  painted  in  white  on  the  inside  of  each  pipe  and  special  casting  after 
the  coating  has  become  hard. 

Allowable  Percentage  of  Variation  in  Weight 

SECTION  7.  No  pipe  shall  be  accepted  the  weight  of  which  shall  be  less  than  the 
standard  weight  by  more  than  5  per  cent,  for  pipe  16  inches  or  less  in  diameter,  and  4 
per  cent,  for  pipe  more  than  16  inches  in  diameter,  and  no  excess  above  the  standard 
weight  of  more  than  the  given  percentage  for  the  several  sizes  shall  be  paid  for.  The 
total  weight  to  be  paid  for,  shall  not  exceed  for  each  size  and  class  of  pipe  received  the 
sum  of  the  standard  weights  of  the  same  number  of  pieces  of  the  given  size  and  class, 
by  more  than  2  per  cent. 

No  special  casting  shall  be  accepted,  the  weight  of  which  shall  be  less  than  the 
standard  weight,  by  more  than  10  per  cent,  for  pipe  12  inches  or  less  in  diameter,  and  8 
per  cent,  for  larger  sizes,  except  that  curves,  Y  pieces  and  breeches  pipe  may  be  12  per 
cent,  below  the  standard  weight,  and  no  excess  above  the  standard  weight  of  more  than 
the  above  percentages  for  the  several  sizes,  will  be  paid  for.  These  variations  apply  only 
to  castings  made  from  the  standard  patterns. 

Quality  of  Iron 

SECTION  8.  All  pipe  and  special  castings  shall  be  made  of  cast  iron  of  good  quality 
and  of  such  character  as  shall  make  the  metal  of  the  castings  strong,  tough  and  of  even 
grain,  and  soft  enough  to  satisfactorily  admit  of  drilling  and  cutting.  The  metal  shall 


INITKD   STATKS   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 

be    made    without    any  admixture    of    cinder    iron    or    other    inferior    metal,   and    shall  be 
remelted   in  a  eii]>ola  or  air  t'urn. 

Tests  of  Material 

1 1"\  9.  Specimen  bars  ot'  the  metal  used,  each  being  26  inches  long  by  2  inches 
wide  and  i  inch  thick,  shall  be  made  without  charge  as  often  as  the  engineer  may 
direct,  and  in  default  of  definite  instructions,  the  contractor  shall  make  and  tot  at  least 
one  bar  from  each  heat  or  run  of  metal.  The  bars,  when  placed  tlatwise  upon  supports 
24  inches  apart,  and  loaded  in  the  center,  shall  support  a  load  of  i  .800  pounds  and  show 
a  deflection  of  not  less  than  .30  of  an  inch  before  breaking;  or,  if  preferred,  tensile  bars 
shall  l>e  made,  which  will  show  a  breaking  point  of  not  less  than  iS.ooo  pounds  per  square 
inch.  The  contractor  shall  have  the  right  to  make  and  break  three  bars  from  each  heat 
or  run  of  metal,  and  the  test  shall  be  based  upon  the  average  results  of  the  three  bars. 
Should  the  dimensions  of  the  bars  differ  from  those  above  given,  a  proper  allowance 
therefor  shall  be  made  in  the  results  of  the  tests. 

Casting  of  Pipe 

Si  i  i  ION  10.  The  straight  pipe  shall  be  cast  in  dry  sand  molds,  in  a  vertical  position. 
1'ipe  16  inches  or  less  in  diameter  shall  be  cast  with  the  socket  end  up  or  down,  as  speci- 
fied in  the  proposals.  Pipe  iS  inches  or  more  in  diameter  shall  be  cast  with  the  socket 
end  down. 

The  pipe  shall  not  be  stripped  or  taken  from  the  pit  while  showing  color  of  heat, 
but  shall  be  left  in  the  flasks  for  a  sufficient  length  of  time  to  prevent  unequal  contrac- 
tion due  to  subsequent  exposure. 

Quality  of  Castings 

SKI  iio\  ii.  The  pipe  and  special  castings  shall  be  smooth,  free  from  scales,  lumps, 
blisters,  sand  holes  and  defects  of  every  nature  which  unfit  them  for  the  use  for  which 
they  are  intended.  Xo  plugging  or  filling  will  be  allowed. 

Cleaning  and  Inspection 

Si  >  ii.  IN  12.  All  pipe  and  special  castings  shall  be  thoroughly  cleaned  and  subjected 
to  a  careful  hammer  inspection.  No  casting  shall  be  coated  unless  entirely  clean  and 
free  from  rust,  and  approved. in  these  respects  by  the  engineer,  immediately  before 
being  dipped. 

Coating 

SECTION  13.  Every  pipe  and  special  casting  shall  be  coated  inside  and  out  with 
coal-tar  pitch  varnish.  The  varnish  shall  be  made  from  coal  tar.  To  this  material 
sufficient  oil  shall  be  added  to  make  a  smooth  coating,  tough  and  tenacious  when  cold, 
anil  not  brittle  nor  with  any  tendency  to  scale  off. 

Each  casting  shall  be  heated  to  a  temperature  of  300  degrees  Fahrenheit  immediately 
before  it  is  dipped,  and  shall  possess  not  less  than  this  temperature  at  the  time  it  is  put 
in  the  vat.  The  ovens  in  which  the  pipe  are  heated  shall  be  so  arranged  that  all 


•  This  Company  will  make  pipe  under  higher  metal  tests  when  desired. 


39 


UNITED      STATES      CAST      IRON       PIPE      AND      FOUNDRY      COMPANY 

portions  of  the  pipe  shall  be  heated  to  an  even  temperature.  Each  casting  shall  remain 
in  the  bath  at  least  five  minutes. 

The  varnish  shall  be  heated  to  a  temperature  of  300  degrees  Fahrenheit  (or  less 
if  the  engineer  shall  so  order),  and  shall  be  maintained  at  this  temperature  during  the 
time  the  casting  is  immersed. 

Fresh  pitch  and  oil  shall  be  added  when  necessary  to  keep  the  mixture  at  the  proper 
consistency,  and  the  vat  shall  be  emptied  of  its  contents  and  refilled  with  fresh  pitch 
when  deemed  necessary  by  the  engineer.  After  being  coated  the  pipe  shall  be  carefully 
drained  of  the  surplus  varnish.  Any  pipe  or  special  casting  that  is  to  be  recoated  shall 
first  be  thoroughly  scraped  and  cleaned. 

Hydrostatic  Test 

SECTION  14.  When  the  coating  has  become  hard,  the  straight  pipe  shall  be  subjected 
to  a  proof  by  hydrostatic  pressure  and,  if  required  by  the  engineer,  they  shall  also  be 
subjected  to  a  hammer  test  under  this  pressure. 

The  pressure  to  which  the  different  sizes  and  classes  of  pipe  shall  be  subjected 
is  as  follows: 


2o-Inch  Diameter  and 
Larger 
Pounds  per  Square  Inch 

Less  than  20-  Inch 
Diameter 
Pounds  per  Square  Inch 

Class  A  Pipe         
Class  B  Pipe         ,      
Class   C  Pipe          
Class  D  Pipe          

150 
2OO 
250 
300 

300 
300 
300 
300 

Weighing 

SECTION  15.  The  pipe  and  special  castings  shall  be  weighed  for  payment,  under  the 
supervision  of  the  engineer,  after  the  application  of  the  coal-tar  pitch  varnish.  If  desired 
by  the  engineer,  the  pipe  and  special  castings  shall  be  weighed  after  their  delivery,  and 
the  weights  so  ascertained  shall  be  used  in  the  final  settlement,  provided  such  weighing 
is  done  by  a  legalized  weighmaster.  Bids  shall  be  submitted  and  a  final  settlement 
made  upon  the  basis  of  a  ton  of  2,000  pounds. 

Contractor  to  Furnish  Men  and  Materials 

SECTION  16.  The  contractor  shall  provide  all  tools,  testing  machines,  materials  and 
men  necessary  for  the  required  testing,  inspection  and  weighing  at  the  foundry  of  the 
pipe  and  special  castings;  and,  should  the  purchaser  have  no  inspector  at  the  works,  the 
contractor  shall,  if  required  by  the  engineer,  furnish  a  sworn  statement  that  all  of  the 
tests  have  been  made  as  specified,  this  statement  to  contain  the  results  of  the  tests 
upon  the  test  bars. 

Power  of  Engineer  to  Inspect 

SECTION  17.  The  engineer  shall  be  at  liberty  at  all  times,  to  inspect  the  material  at 
the  foundry,  and  the  molding,  casting  and  coating  of  the  pipe  and  special  castings.  The 
forms,  sizes,  uniformity  and  condition  of  all  pipe  and  other  castings  herein  referred  to, 


40 


INI  T  1 :  I  >       STATES      CAST       IRON       I'll'  I'.       A  N  I )       F  <>  T  X  I)  R  Y      C  O  M  P  A  X  Y 

to  his  inspection  and  approval,  and  he  may  reject,  without  proving,  any 
pipe  or  oilier  casting  which  is  not  in  conformity  with  the  specifications  or  drawings. 

Inspector  to  Report 

The  inspector  at   the  foundry,  shall  report  daily  to  the  foundry  office,  all 
pipe  and  s]>ecial  castings  rejected,   with   the  causes  for  rejection. 

Castings  to  be  Delivered  Sound  and  Perfect 

ION  19.  All  the  pipe  and  other  castings  must  be  delivered  in  all  respects  sound 
and  conformable  to  these  specifications.  The  inspection  shall  not  relieve  the  contractor 
of  any  of  his  obligations  in  this  respect,  and  any  defective  pipe  or  other  castings  which 
may  have  passed  the  engineer  at  the  works  or  elsewhere,  shall  at  all  times  be  subject  to 
rejection  when  discovered,  until  the  final  completion  and  adjustment  of  the  contract; 
provided,  however,  that  the  contractor  shall  not  be  held  liable  for  pipe  or  special  cast- 
ings found  to  be  cracked  after  they  have  been  accepted  at  the  agreed  point  of  delivery. 
Care  shall  be  taken  in  handling  the  pipe,  not  to  injure  the  coating,  and  no  pipe  or  other 
material  of  any  kind  shall  be  placed  in  the  pipe  during  transportation  or  at  any  time 
after  they  receive  the  coating. 

Definition  of  the  Word  "  Engineer  " 

SH  i  KIN  20.  Wherever  the  word  "engineer"  is  used  herein  it  shall  be  understood 
to  refer  to  the  engineer  or  inspector  acting  for  the  purchaser,  and  to  his  properly  author- 
ized agents,  limited  by  the  particular  duties  intrusted  to  them. 


UNITED       STATES       CAST      IRON       PIPE       AND      FOUNDRY      COMPANY 

Standard  Cast  Iron  Pipe  and  Special  Castings 

The  following  tables  represent  in  a  general  way 
the  standardization  of  the  product  of  this  Company, 
in  conformity  with  the  Standard  Specifications  on 
pages  36  to  41.  The  development  of  these  lines 
has  involved  study  extending  over  a  long  period, 
during  which  the  requirements  of  engineers  and 
other  pipe  users  have  had  careful  consideration, 

For  water  pipe,  see  pages  43  and  44,  Tables  1  and  2.  .    .,         ...          -,          L      ,.              -, 

For  high  pressure  pipe,  see  pages  45  and  46,  Table,  3  and  4.  whlle     th(S     beSt    foundry    prRCtlCB     and     elements    affeCt- 

For  flexible  joint  pipe,  see  pages  47  and  48,  Tables  5  and  6.  jng    COSt    haVC    not    been    lOSt    sight    Of.         NeCCSSarilv    It 

For  flange  pipe  for  water,  see  pages  82  to  85,  Tables  43  to  46. 

For  gas  pipe,  see  pages  105  and  106,  Tables  79  and  80.  Will      be      SOm6      little      time      bef  OTQ      OUT     SCVCral 


.TtoSi*T!*1'  are  fully  equipped  with  patterns,  fixtures,  etc.,  to 

provide  promptly  all  the  standards  listed,  and  unless, 

therefore,  these  standards  are  specified  on  orders,  the  right  is  reserved  to  ship  pipe  and 
specials  of  corresponding  sizes  and  metal  thicknesses  made  from  our  nearest  stock  patterns. 

We  are  now  prepared  to  offer  standard  cast  iron  bell  and  spigot  pipe  made  of  the 
general  dimensions  and  weights  given  in  Tables  No.  i  and  No.  2,  for  water,  sewage,  culverts, 
drains,  pneumatic  service,  etc.,  and  much  of  our  regular  stock  is  now  made  accordingly. 
The  metal  thicknesses  given  in  Table  No.  2  have  been  carefully  figured,  with  such  added 
allowances  in  the  smaller  pipe  as  experience  has  proven  essential  to  good  foundry  practice, 
and  which  are  now  required  by  most  engineers.  The  larger  sizes  of  Class  A  carry  slight 
allowances  for  transportation  and  handling.  When  essential,  lighter  pipe  or  pipe  of  weights 
intermediate  to  any  two  of  the  several  classes,  will  be  furnished  as  provided  in  the  third 
paragraph  of  Section  i  of  the  specifications. 

Certain  odd  sizes,  5-inch,  y-inch,  g-inch,  1  5-inch,  22-inch  and  4o-inch,  with  specials, 
will  be  made  to  order  when  required,  but  are  not  carried  in  stock.  Regular  sizes,  4-inch 
to  84-inch,  should  be  selected  as  far  as  practicable,  in  laying  out  work,  thus  delays  and 
possible  extra  cost  will  be  avoided. 

Turned  and  Bored  Pipe.  While  we  are  prepared  to  furnish  pipe  of  this  type,  they  are 
so  little  called  for  in  the  United  States  that  they  are  necessarily  special  with  us,  and 
therefore  are  made  only  on  order.  This  usually  involves  some  delay  in  delivery,  owing  to 
machining,  as  compared  with  deliveries  of  regular  sizes  of  bell  and  spigot  pipe  for  lead  joints. 
Our  turned  and  bored  pipe  are  made  to  the  general  dimensions  given  in  Table  No.  i,  so 
far  as  they  apply,  and  owing  to  extra  metal  in  socket  and  spigot  will  run  slightly  heavier 
for  corresponding  sizes  and  classes. 

Inquiries  and  orders  should  clearly  indicate  the  approximate  number  of  lengths  or 
feet  of  pipe  of  each  size  and  class  required.  Give  the  desired  delivery  point  and  time  of 
shipment,  with  any  particulars  as  to  sizes  required  first,  the  service  intended,  etc.  ;  this 
will  facilitate  prompt  attention  and  avoid  delays. 

Standard  short  length  bell  and  spigot  pipe  in  lengths  to  lay  12  inches,  varying  by 
6-inch  steps  up  to  lengths  to  lay  72  inches,  are  classed  as  special  castings.  In  ordering 
these  short  length  bell  and  spigot  pieces,  Table  No.  45  may  be  used,  with  the  following 
code  stems  as  prefixes  to  terminals. 

Class  A—  Stem     .....        Acpe  Class  C—  Stem       .....        Acri 

Class  B—  Stem     .        .        .  Acra  Class  D—  Stem  Actu 


42 


INI  T  K  1  '       S  T  A  T  K  S      CAST      IRON       PIPE       A 

N  D 

FOUNDRY      Co  M  PA  N  Y 

TABLE 

Nn.    i  —  (icncral    Dimensions  of  i'ipc 

Classrs   A.    15,   C,    D 

k  a  4        / 

X       .  :iii  h  "ii   , 

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63.40 

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-*                    Standard  turned  and  bored  pipe,  bell  and  ftpigot  :  4 

inches 

to  24  inches  sizes.    Oi 

itsitli- 

tour  of  bell  is  the 

1 

\             same  as  on  standard  water  pipe. 
\                D  dinu-n-.ii.ns  vary  fur  different  pipe  «iie«.     Particu- 
^w       Inrs  on  application. 

-Q 

^-^_ 

r-~»^ 

1 

.—  0  -f-  D    —  •)       0         >v 

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>                     Taper  1  in  32 

' 

43 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

• 

VPM 

Standard  Thicknesses  and  Weights 

of  Cast   Iron   Pipe 

Bell  and  Spigot 

Pipe.     Turned 

and  Bored  Pipe 

TABLE  No 

2.      Classes  A 

,  B,  C,  D 

OB 

d 

Code  Words 

Code  Words 

Code  Words 

Code  Words 

0) 

a 
ss 

• 

'-  ~ 

°3 

£ 

B.  and  S.  Pipe 
T.  and  B.  Pipe 

Abac 
,  Abed 

B.  and  S.  Pipe 
T.  and  B.  Pipe 

,  Abif 
.  A  bog 

B.  and  S.  Pipe 
T.  and  B.  Pipe 

Abul 
Acad 

B.  and  S.  Pipe,  Acef 
T.  and  B.  Pipe,  Acol 

V 

S 

p 

a 

IJ 

°a 

a 

Class  A 

Class  B 

Class  C 

Class  D 

|c£ 

Q 

u« 

•a 

loo-Foot  Head 

2oo-Foot  Head 

3oo-Foot  Head 

400-  Foot  Head 

*"£>* 

£2, 

o.a 

•ft 

c 

43  Pounds  Pressure 

'86  Pounds  Pressure 

130  Pounds  Pressure 

173  Pounds  Pressure 

+J  t-   r; 

rt  0>  o 

•f. 

c 

II 

*e5 
c 

t/3 

ps 

Pound 

s  per 

« 

^•Z 

Pounds  per 

'?. 
a)  M 

SJ3 

Pounds  per 

j 

\a 

Pounds  per 

g         « 

X 

o 

'a 
c 

o 

JSw 

Foot 

Length 

•^ 

Foot 

Length 

^ 

Foot 

Length 

•ijs 

Foot 

Length 

a 

a 
a 

•z, 

H 

s 

P 

E-| 

*** 

aca    . 

3 

•39 

14-5 

175 

.42 

16.2 

194 

.45 

I7.I 

205 

.48 

18.0 

216 

6.00 

.18 

3 

ante  . 

4 

.42 

20.  0 

240 

•  45 

21.7 

260 

.48 

23.3 

280 

-52 

25.0 

300 

7-50 

.21 

4 

atore 

6 

.44 

30.8 

370 

.48 

33-3 

4OO 

35-8 

430 

•55 

38.3 

460 

10.25 

-31 

6 

avel  . 

8 

.46 

42.9 

515 

•  51 

47-5 

570 

.S6 

52.1 

625 

.60 

55.8 

670 

13.25 

•  44 

S 

area  . 

10 

-50 

57-1 

685 

•  57 

63.8 

765 

.62 

70.8 

850 

.68 

76.7 

920 

16.00 

•  53 

10 

aril    . 

12 

-54 

72-5 

870 

.62 

82.1 

985 

.68 

91.7 

IIOO 

.75 

IOO.O 

I2OO 

19.00 

.61 

12 

abaris 

14 

•57 

89.6 

1075 

.66 

102.5 

1230 

•  74 

116.7 

1400 

.82 

129.2 

1550 

22.00 

.81 

14 

berani 

16 

.60 

108.3 

1300 

•  70 

125.0 

1500 

.80 

143.8 

1725 

.89 

158.3 

:goo 

30.00 

•  94 

16 

bell   . 

18 

•  64 

129.2 

1550 

•  75 

150.0 

1  800 

.87 

175.0 

2100 

.96 

191.7 

2300 

33-80 

I.OO 

IS 

bril   . 

20 

-67 

150.0 

1800 

.80 

175.0 

2IOO 

.92 

208.3 

25OO 

1.03 

229.2 

2750 

37.00 

1.25 

2O 

dicort 

24 

.76 

204.2 

2450 

.89 

233.3 

2800 

1.04 

279-2 

3350 

1.16 

306.7 

3680 

44.00 

1.50 

24 

engra 

30 

.88 

291.7 

3500 

1.03 

333-3 

4OOO 

1.  20 

400.0 

4800 

1.37 

450.0 

5400 

54-25 

2.06 

30 

iculo 

36 

•99 

4700 

I.I5 

454-2 

5450 

1.36 

545-8 

6550 

1.58 

625.0 

75oo 

64-75 

3.00 

36 

lieu   . 

42 

.10 

512.5 

6150 

1.28 

59t.7 

7IOO 

1-54 

716.7 

8600 

1.78 

825.0 

9900 

75-25 

3.62 

42 

tras  . 

48 

.26 

666.7 

8000 

1.42 

750.0 

gOOO 

1.71 

908.3 

I  OQOO 

1.96 

1050.0 

12600 

85.50 

4-37 

48 

ter    . 

54 

•  35 

800.0 

9600 

1-55 

933-3 

II2OO 

1.90 

1141.7 

13700 

2.23 

1341.7 

16100 

97.6o 

6.25 

54 

tus    . 

60 

•  39 

916.7 

IIOOO 

1.67 

I  104  .  2 

13250 

2.OO 

I34L7 

I6l00 

2.38 

1583.3 

19000 

108.30 

8.25 

60 

ura 

72 

62 

128^  J. 

ICdOO 

i  0=1 

I  ^J.^   8 

22850 

128.00 

12.50 

T' 

une   . 

•  72 

1633.4 

19600 

2.22 

2IO4    2 

25250 

147.00 

15.00 

84 

All  lengths  to  lay  12  feet.    All   weights  are  approximate;  those  per  foot  include  allowance   for  bell;  those  per  length 

include  standard  bells  ;  proportionate  allowance  to  be  made  for  any  variation  from  the  standard 

length. 

All  pipe  are  tested  by 

water  pressure,  as  per 

Section  14  of  Standard 

Specifications. 

Turned  and  bored  pipe  made  to  order  only. 

In  telegraphing,  to  indicate  kind  and  size,  combine  code  words  with  terminals   in   first  column,  thus:    i2-inch.  Class  B 

bell  and  spigot  pipe  =  Ablfarll. 

44 


r  N  i  T  KI>     s  i  A  T  i:  >     c  A  s  T     i 


x     r  i  p  K     A  x 


i-  <  >  r  x  i>  R  v     c  o  M  p  A  x  Y 


Cast   Iron    Pipe  and  Special   Castings 

For   High    Pressure  Servkc 

TABI.K   No.  3 
(ieneral    Dimensions  of  Pipe.      High    Pressure  Service.      Classes    K,    K,   (i,    II 

1 


12-0 


torn! 

«iir- 

I  lianu-ter  "(' 
k*U 

•!l  of 

^ 

Nominal 

Diameter 

Inches 

Diameter 
Inches 

and 
Sjx- 

and 

Spe. 

Diameter 

Inehi-s 

6 

E—  K 

7.22 

8.02 

4.00 

.50 

•  75 

.IO 

6 

6 

G—  H 

8.18 

. 

•  5" 

•85 

.85 

.10 

6 

8 

E-F 

9  42 

10.22 

4."" 

50 

.85 

•85 

.10 

8 

8 

G—  H 

9.60 

I0.4O 

4.OO 

•  50 

•95 

•95 

.10 

8 

10 

E—  F 

II.  60 

12.40 

4.50 

•  75 

•95 

•95 

.10 

IO 

C,—  II 

11.84 

12.64 

4.50 

•  75 

2.05 

.05 

.10 

10 

12 

K-F 

13.78 

14.58 

4  50 

«-75 

2.05 

•  05 

.10 

12 

12 

(I—  H 

14.08 

14.88 

4-50 

1-75 

2.20 

.20 

.10 

12 

U 

E—  F 

15.98 

16.78 

4.50 

2.00 

2.IJ 

•'5 

.10 

14 

14 

(I—  H 

16.32 

17.11 

4-50 

2.OO 

2.35 

•35 

.10 

«4 

16 

E—  F 

18.16 

18.96 

4-5" 

2.00 

2.30 

•  «5 

•  15 

16 

it 

<;—  H 

18.54 

'9-34 

4-50 

2.00 

2.55 

•  45 

•  »5 

16 

18 

B—  F 

so.  34 

21.14 

4.50 

2.25 

2-45 

.40 

•  «5 

18 

It 

G—  H 

20.  -3 

21.58 

4.50 

2.25 

2.75 

.65 

•  «5 

18 

. 

E—  F 

22.54 

23.34 

4.50 

2.25 

2.55 

50 

•  '5 

20 

20 

C—H 

23.02 

23.82 

4-50 

2.25 

2.85 

•  75 

.20 

20 

24 

E—  F 

26.90 

27.90 

5.00 

2.25 

2.85 

-70 

.20 

24 

30 

K 

33.10 

34.10 

5-00 

2.25 

3.25 

.80 

•50 

3° 

30 

F 

33.46 

34.46 

5.00 

2.25 

3.50 

2.00 

•55 

3° 

36 

B 

39-6° 

40.60 

5.00 

2.25 

3.70 

2.05 

.70 

36 

36 

F 

40.04 

41.04 

5.00 

2.25 

4.00 

2.30 

.So 

36 

Within  a  comparatively  few  years  the  growth  of  cities  and  the  increasing  demands 
of  manufacturing  and  mining  districts  and  of  railways,  has  developed  a  steadily  increasing 
demand  for  cast  iron  pipe  for  high  pressure  service.  On  pages  27  to  30  will  be  found  some 
notes  regarding  independent  high  pressure  fire  mains,  which  are  now  regarded  essential 
in  all  important  or  congested  sections  of  cities,  and  which  through  decreased  fire  losses 
and  costs  of  insurance,  more  than  pay  their  way.  While  independent  water  supplies  are 
often  installed  under  100  pounds  or  more  working  pressure,  for  railways,  mines  and  large 
manufacturing  plants,  they  are  as  often  needed  at  locations  which  can  only  be  reached 
through  heavy  force  mains,  as  at  points  where  a  gravity  supply  requires  heavy  pipe  for 
the  resulting  pressures.  Thus,  aside  from  its  use  for  independent  fire  line  service,  no 


45 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard  Thicknesses  and  Weights  of  Cast  Iron  Pipe  for  Fire   Lines  and  Other 

High  Pressure  Service 

TABLE  No.  4.      Classes  E,  F,  G,  H 


Size 

In  Telegraphing,  to  Indicate  Class  and  Size,  Combine  Code  Words  with 
Terminals  in  First  Column,  thus  12-Inch,  Class  E  =  Acumaril 

Lead 

Hemp. 

Size 

'O   !ft 

Code  Word 

Code  Word 

Code  Word 

Code  Word 

D 

0  0> 

V 

Actim 

Adab 

Adeg 

Adil 

•f. 

•Ojj 

•f. 

"C  -^ 

0) 

^  1> 

~ 

33 

B 

4J  5 

*o  S 

3 

Class  E 

Class  F 

Class  G 

Class  H 

0° 

sf 

5oo-Foot  Head 

5oo-Foot  Head 

7oo-Foot  Head 

8oo-Foot  Head 

Q>  aJ 

,)  U 

0   f, 

bS. 

217  Pounds  Pressure 

260  Pounds  Pressure 

304  Pounds  Pressure 

347  Pounds  Pressure 

la 

1  a 

X 

•s.  'i 

Kg 

sS 

"a 

a 

'g 

Thick- 

Pounds  per 

Thick- 

Pounds  per 

Thick- 

Pounds  per 

Thick- 

Pounds  per 

a  o 

sa 

a 
"1 

u"p 

o 

Inches 

Inches 

Inches 

"• 

o 

CH*" 

Foot 

Length 

Foot 

Lengtt) 

Foot 

Length 

Foot 

Length 

atore 

6 

.58 

4L7 

500 

.61 

43-3 

520 

-65 

47-1 

565 

.69 

49.6 

595 

12.3 

.31 

6 

avel    . 

8 

.66 

61.7 

740 

•  71 

65.7 

790 

•  75 

70.8 

850 

.80 

75-0 

900 

15-8 

-44 

8 

area   . 

10 

•  74 

86.3 

1035 

.80 

92.  1 

1105 

.86 

100.9 

I2IO 

•92 

106.7 

1280 

19.2 

•  53 

10 

aril     . 

12 

.82 

II3-8 

1305 

.89 

1  22.  I 

1465 

•97 

135.4 

1625 

1  .04 

143-8 

1725 

22.7 

.62 

12 

abarls 

14 

.90 

145-0 

1740 

•  99 

157-5 

1890 

1.07 

174.2 

2090 

1.16 

186.7 

2240 

26.2 

•  83 

M 

be  ran 

16 

•  98 

179.6 

2155 

i.  08 

195.4 

2345 

1.18 

219.2 

262O 

1.27 

232.5 

2790 

35-9 

•97 

Id 

bell    . 

18 

1.07 

220.4 

2645 

1.17 

238.4 

2860 

1.28 

267.1 

3205 

1.39 

286.7 

3440 

40-3 

1.05 

18 

bril     . 

20 

I.  IS 

263.0 

3155 

1.27 

286.3 

3435 

1-39 

320.8 

3850 

344-6 

4135 

44-5 

1-33 

20 

dicort 

24 

i  31 

359  •  6 

4315 

1.45 

1Q2  .  Q 

4715 

53.  i 

i.  60 

24 

engra 

i  55 

521   7 

62  60 

i   7-3 

585  4 

7O25 

65    2 

2.  15 

3° 

iculo  . 

36 

i.  80 

725.0 

8700 

2.  02 

820.0 

9840 

77-9 

3.2O 

36 

All  lengths  to  lay  12  feet.  All  weights  are  approximate ;  those  per  foot  include  allowance  for  bell ;  those  per  length  include 
standard  sockets;  proportionate  allowance  to  be  made  for  any  variation  from  the  standard  length.  All  high  pressure  pipe  are 
tested  by  water  pressure  to  500  pounds,  at  the  works. 

For  SPECIAL  CASTINGS  FOR  HIGH  PRESSURE  PIPE  see  pages  98  to  101  and  Table  No.  3.  One  class  of  special  castings  is 
provided  for  Classes  E  and  F  pipe,  and  one  class  of  special  castings  for  Classes  G  and  H  pipe,  6  to  24  inches  inclusive.  One 
class  of  special  castings  is  supplied  for  each  class  of  30  and  36  inch  pipe. 

small  proportion  of  the  demand  for  high  pressure  pipe  comes  from  these  other  sources; 
and  for  such  service  and  as  supplementing  the  classes  for  lower  pressures,  we  offer  our 
standard  E,  F,  G  and  H  pipe  per  Tables  No.  3  and  No.  4.  When  required,  the  bell  may  be 
ordered  with  one  or  two  half  round  lead  grooves  instead  of  the  standard  shown.  Standard 
special  castings  are  provided  as  per  foot  note  under  Table  No.  4.  Certain  castings, 
notably  some  of  the  tees  and  crosses  in  which  the  metal  is  cut  away  by  the  arm  openings, 
are  made  of  steel,  as  required.  A  line  of  high  pressure  flange  pipe  and  specials  for 
corresponding  high  pressure  service  is  provided.  See  pages  102  to  104. 

In  Table  No.  5  we  offer  a  full  line  of  flexible  joint  pipe  which  will  be  found  well  adapted 
to  ordinary  conditions.  The  two  designs  are  the  same  as  to  general  dimensions  and  outside 
contour  of  the  flexible  joint  bell,  differing  mainly  on  the  inside  of  the  bell  and  at  the  spigot 
ends.  Type  No.  i  is  similar  in  some  respects  to  the  old  Ward  joint,  while  Type  No.  2,  the 
Metropolitan  joint,  is  a  newer  form,  in  which  the  lead  remains  in  the  bell  when  the  joint  is 
deflected,  and  does  not  work  outside  the  bell,  as  in  the  older  joint. 

When  ordering  flexible  joint  pipe,  Types  No.  i  and  No.  2,  provision  should  be  made  for 
connecting  each  end  with  the  bell  and  spigot  lines.  (See  continuation,  page  48.) 


r  N  I  T  K  I)      S  T  A  T  K  S      CAST      IRON       I'  I  I'  K       AND      FOUNDRY      COM  PA  X  Y 

General    Dimensions,  Thicknesses  and   Weights  Standard   Flexible  Joint   Pipe 

Type  No.   i.     Code  Word,  Adorn 

j6a>—  ,^-^1 

L                                                                                                     /«-^»- 

ysszasf 

RPwb" 

TABLE  No.  5 

Terminal 

Inches 

- 

A 

B 

C 

I) 

K 

Weight 
per 
Lenjrtb 

Pounds 

I.vad  per  Solid  Joint 
Pounds 

Type  i 

Type  i 

atore 
aras 
avel     .     . 

6 
6 

8 

B 

D 
B 

.48 
55 
•51 

•  37 
37 

.00 
.00 

.12 

.87 
•87 
•94 

5°3 
555 

673 

II.  9 
II.  9 
«9 

9.0 
9.0 
14 

anha    . 
area     .     . 
anls     .     . 
aril 
amus  . 

8 
in 

10 
12 
12 

D 
B 
D 
B 
I) 

.60 

•  57 
.68 
.62 
•  75 

I.8l 
2.06 
2.06 
2.2? 
2.25 

•  56 
•  75 
•  75 
.87 

-     -87 

.12 
.18 
.18 

•  25 
•35 

•94 
.00 
.00 
.06 
.06 

780 

947 
1  080 

1210 
I4OO 

«9 

28 

28 

49 
49 

'4 
22 
22 
39 
39 

abaris 
abor    .     . 

K  r  .in  .      . 

bevel 
bell      . 

M 
M 
16 
16 
18 

B 

D 
B 
D 
B 

.66 
.70 

•  75 

2.50 
2.50 
2.75 
2.75 
2.87 

3.00 
2.OO 
2.12 
2.12 
2.25 

•3' 

.31 

•43 
•  43 
•  56 

.12 
.12 
•25 
•25 
•31 

1450 
1750 
1862 
2250 
2300 

64 
64 
76 
76 
91 

5' 
51 
60 
60 
73 

bero    .     . 
brll 
balk 
dlcort 
dean    .    . 

18 
20 

20 
24 

24 

D 
B 
D 
B 

D 

.96 
.80 
1.03 
.89 
1.16 

2-87 
3.12 
3.12 

3.37 

3-37 

2.  25 
2-37 
2.37 
2.68 

2.68 

•56 
.62 
.62 
•  75 
•  75 

•31 

•  37 
•  37 
•  5° 
-50 

2760 
3200 

3534 
429° 

9" 
112 
112 
I36 
136 

73 
92 
92 
112 
112 

engra 
erln     .     . 
Iculo    . 
I  car 

30 

3° 

36 
36 

B 
I) 
B 
I) 

1.03 
••37 
1.15 
1.58 

3.87 
3-87 
4-12 
4   «2 

- 
•• 

3.50 
3.50 

2.12 
2.12 
2.50 

2.50 

•  72 
•  72 
•94 
•94 

5067 
6360 
(063 
7900 

iSi 
iSl 

225 

225 

I46 
I46 
'77 
177 

Type  No.  2.     Code  Word,  Afag 

—  t  —. 

o 

F^; 

Ox___^  ^,^^ 

\ 

! 

B 
/-.---       \         ---._ 

xkmr 

Sfga  tndCul 
VdSHfllint  ox 
r*M'i'nd. 

I  >i  il.-t  T;.  .n  .1'    -ut  ij  decrees.     Kither  type  made  to  order  only.    All  weights  are  approximate.     For  heavy  service  see  Types 

and  \n.  4- 

THE     ' 

UNIVERSITY 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


General   Dimensions,  Thicknesses  and  Weights  Standard   Flexible  Joint   Pipe  —  Cont. 


Type  No.  3 


TABLE  No.  6 

FULL  LENGTHS 


Type  No.  4 

SHORT  LENGTHS 


Dimensions  Common  to  Nos  3  and  4 

Type  No.  3—  Code.  Afel 

Type  No.  4—  Code,  Afim 

Sizes 
Inches 

Class 
D 
Thick- 
ness 

Rad. 
D 

Gun  Metal 
Bolts  in 

Code 
Ter- 
minal 

Lengths 

Approx- 
imate 
Pounds 
Section 
C 

Code 
Ter- 
minal 

Lengths 

Approx- 
imate 
Pounds 
per 
Joint 

Size 
Inches 

Joint 

S 

Flange 
T 

B 

C 

A 

B 

C 

12 

•  75 

15.00 

6 

16 

aril 

145.13 

148.38 

1508 

amus 

20 

10.13 

14.25 

617 

12 

M 

.82 

17.50 

6 

18 

abaris 

145-75 

I49-25 

1922 

abor 

21 

11.25 

15.00 

786 

14 

16 

.89 

I9.75 

6 

20 

be  ran 

145.81 

149.81 

2384 

bevel 

22 

12.06 

15.75 

995 

16 

18 

.96 

22.13 

6 

22 

bell 

146.00 

150.50 

2809 

bero 

24 

13.50 

17.00 

"57 

18 

20 

1.03 

24.88 

6 

24 

bril 

146.20 

151.08 

3454 

balk 

26 

14.45 

18.63 

1529 

20 

24 

1.16 

29.06 

6 

28 

dicort 

146.20 

I5L95 

4646 

dean 

28 

15.45 

20.50 

2101 

24 

30 

1-37 

35-75 

6 

34 

engra 

H6.75 

153.50 

6817 

erin 

11 

19.00 

23.50 

3004 

30 

36 

1.58 

42.50 

6 

40 

iculo 

147.00 

155-00 

9798 

icar 

38 

21.  OO 

28.00 

5109 

36 

L— 4858 

Weights  approximate  only,  and  include  gun  metal  bolts  per  table,  Type  No.  3  end  sections  may  be  ordered  bell  or 
spigot  instead  of  flange  if  desired.  Flange  dimensions  Class  D.  Bolts  for  end  flanges  furnished  to  order  only— not  included 
with  the  castings.  Type  No.  4  joints  are  furnished  complete  with  lead  calked  bell  and  bolted  collar,  ready  for  use. 

Thus  it  is  well  to  have,  in  addition  to  the  required  number  of  flexible  joint  lengths, 
one  length  with  flexible  bell  and  ordinary  spigot,  and  one  length  with  ordinary  bell  and 


flexible  spigot.  These  latter  may  also  be  ordered  in  pairs,  to  use  in  laying  a  line  in 
shallow  water  with  standard  bell  and  spigot  pipe,  so  as  to  secure  a  flexible  joint  in  every 
three  or  four  joints. 

For  important  lines  laid  in  deep  or  swift  water,  especially  if  under  heavy  pressure, 
we  offer  flexible  joints  of  our  Types  No.  3  and  No.  4.  As  will  be  seen  from  the  designs, 
these  are  heavier  joints,  with  flanged  collars  secured  by  gun  metal  bolts,  which  cannot 
readily  pull  apart.  Type  No.  3  is  a  full  length  pipe,  having  this  form  of  joint,  as  listed 
in  Table  No.  6.  Type  No.  4  is  a  joint  of  the  same  design,  of  short  length,  as  used  in 
special  locations  with  flange  pipe.  When  ordering  Type  No.  3  or  No.  4  joints,  provision 
should  also  be  made  as  to  ordering  connecting  end  pieces,  and  all  underwater  flanged 
pipe  joints  should  preferably  have  bronze  or  gun  metal  bolts. 

Owing   to   the   longer    bells    and    spigots,    the    flexible    joint    pipe    are    heavier   than 


UNITED      STATES      CAST      IKON      I-  I  1>  K      AND      FOUNDRY      Co.MI'ANY 


l>cll  and  spigot  pipe,  and  owing  to  the  machine  work  upon 

them,  take  nearly  twice  as  long  to  manufacture  as  regular  1H.-11  and  spigot  pipe.  Nut 
infrequently  much  is  gained  in  laying  submerged  lines  during  the  low  water,  and  when  the 
streams  are  free  from  ice.  Hence,  in  planning  such  mains,  ample  time  should  be  allowed, 
that  the  pipe  may  l>e  made  up  in  due  season. 

The  utmost  care  should  be  exercised  in  laying  flexible  joint  pipe,  to  insure  thoroughly 
made  joints,  which  when  fully  calked  should  be  moved  within  the  limits  of  deflection  before 
the  next  pipe  is  inserted  and  the  joint  submerged. 

TABLE  No.  7 
Lead  in   Bell  and  Spigot   I'ipe  Joints 


Nominal  Diatmu-r 
Inv 

Appi                             nnds 
l,<-,i'!  :n  l'i;n-  l-iint 
i  In 

Alil>ri>xiinnti-  I'onmK 
U'a.l  in  I'ijH-  J.iint 
-•',  Im  !u-s  Ihrep 

Appr                         uinN 
1  in  l'ii>c  Joint 

Appri  .\;m.i!<-   I'"imtls 
Le*d  in  >.-li.l  l'i|K- 
Joint 

3 

6.00 

6.50 

7.00 

lO.aj 

4 

8.00 

6 

10.25 

13.25 

iS.OO 

8 

14.50 

if  .7- 

23.00 

10 

16.00 

il  .00 

12 

19.00 

2D.5O 

22.50 

3''-  50 

M 

22.00 

24.00 

26.00 

38.50 

16 

00 

33-00 

35-75 

IS 

33-80 

36.90 

OO 

72.00 

2D 

37.00 

4<> 

44-00 

80.00 

24 

44.00 

48.00 

52.50 

95.00 

54.25 

64.73 

117.50 

U".  25 

42 

75.25 

79.75 

'55-25 

43 

85.50 

.    cx> 

202.25 

54 

97  ' 

I07.IO 

116.60 

60 

60 

108.30 

nS.to 

,50 

50 

123.00 

140 

153.00 

50 

M 

147.00 

IM  .50 

175 

The  ;>  1  pijtc  joints,  both  with  an«l  without  naskft.      The  wi-i^ht  «if 

«  cubic  inch  :>m]mt.     A:.                       has  In-i-n  n                                                                      ••  nf  the  bt?ll  for  calking- 

;H.'cificBti«'ii-  .Mow  the  It-ad  *-;wu  i-  to  vary  from  •                                            n-ncf  the  wriyht  »*t  lend  refjn 

tho  jnint  :•  -ve. 


UNITED      .STATES      CAST      IRON       PIPE      AND      FOUNDRY      COMPANY 


Standard    Special 
Castings 


In  designing  pump  house,  reservoir  gate  house 
and  other  pipe  connections  it  is  hoped  that  engi- 
neers will  incorporate  in  their  drawings,  as  far  as 
may  be,  special  castings  of  standard  dimensions  as 
*hmvn  in  the  tables  herein.  This  will  enable  us 
to  furnish  more  promptly  any  special  castings 
ordered  of  us,  and  greatly  facilitate  the  filling  of  orders.  While  at  each  of  our  plants 
we  make  more  or  less  special  castings,  at  our  Addyston,  Burlington  and  Bessemer  plants, 
we  have  large  special  foundry  and 
machine  shops,  some  of  them  of  most 
recent  and  modern  construction.  Atten- 
tion is  again  directed  to  clauses  in 
Standard  Specifications,  pages  36  to  41 
inclusive,  as  well  as  notes  on  pages 
36,  42,  51  and  106,  re- 
lating to  Specials. 

Our    standard 
special  castings  will 
be  found  to  be  sub- 
stantially   of     the 
same      laying 
dimensions   as 
those    of    the 
New    Eng- 
land Water 
Works 

Association,    the    exceptions    being    mainly    in    the    large 
diameter    tees    and     crosses    with    branch    openings    14 
inches  and    larger.      In    figuring  these   larger   castings 
it   was    deemed   best  to  increase   their  laying  lengths 

from  2  to  4  inches,  to 
allow  more  metal  in  cor- 
ner sections  and  clear- 
ance of  run  and  branch 
bells.  In  producing  the 
designs  for  special  cast- 


ii  m 


i    i    ED       S  T  A  'I  \  S  T      I  K  ( >  N       I'  I  I'  K      AND       F  i  >  T  X  1)  R  Y      (.'  o  M  1'  A  N  V 


ings  we  have  aimed  t<>  insure  eastings  "' 
ample  strength:  hence,  many  of  the  listed 
tees  and  crosses  are  provided  with  ribs,  or 
are  ribbed  and  bolted,  or  for  heavy  pres- 
sures, are  made  of  steel.  Such  castings 
are  not  included  with  regular  specials,  bell 
and  spigot  or  flange,  and  prices  will  be 
quoted  only  on  receipt  of  lists  specifying 

castings  required.  Bolted  castings  are  made  up  with  steel  bolts 
protected  by  brass  tubing,  or,  preferably,  with  gun  metal  bolts. 
By  regular  bell  and  spigot  or  flange  specials,  is  meant  the 

ordinary  run  of  such  castings.      Bolted  Y  branches  and  breeches  pipe,  and  all  tongue  and 

groove  or  tongue  and  recess  Hanged  castings  are  classed  as  extras 


4  I.iikc-.  a  14  inches 
8  Lug*,  41-60  inches 


I. UK*.  16-36  inches 


Standard   Lugs.      Number  and   Weights  of  Lugs  on  Outlets  of  Different  Sizes 

T  \BI.E   No.  8 


Code 

Terminal 

:  ;  nal 
•icier 
tlM 

Komi 

Pair*  of  LURS 

Approximate 
\\  i-i«lit  I.ut!> 
t  Hell 

Code 

Terminal 

Nominal 
Diameter 
Outlet 

Number  of 
Hairs  of  Lug* 

Approximate 
\\  i-iifht  I.uirs 
on  On. 

In> 

Pounds 

IncheH 

Pounds 

aril           .       . 

12 

4 

3» 

engra 

30 

6 

abaris 

14 

4 

33 

iculo        .      . 

36 

6 

So 

beran 

16 

56 

lieu    .      .      . 

42 

8 

in 

bell    . 

it 

6 

56 

I  r;i-   .       .       . 

48 

S 

114 

brll 

20 

6 

56 

lira     . 

54 

8 

134 

dlcort      . 

24 

6 

56 

une    . 

60 

8 

'37 

I- 

;>utrs  of  hiK's  arc  placed  on  the  vertical  axis  of  each  bell,  the  others  at  equal  distances  around  circumference,    h  is 
equal  depth  of  bell  on  aK 

unls  2.50  inches,  X  i-qnals  1.25  incbe*.  Y  equals  i.6j  inches  for  t>  to  24  inches  inclusive. 
lies.  X  equals  i.yi  inches.  Y  equals  2.00  inches  (or  jo  to  60  inches  inclusive. 

Standard  lugs  of  the  form  and  number  of  pairs  here  shown,  may  be  ordered  on  bells  of 
pipe  and  specials  12  inches  in  diameter  and  larger.  An  extra  charge  is  made  for  pipe  and 
eastings  with  lugs.  Such  castings  are  made  only  to  order. 

All  weights  are  approximate 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard  Special  Castings  for  Water 
Standard  Curves,  Bell  and  Spigot,   ^ 


,  TT 


For  Flanged  Special  Castings,  see  pages  87  to  97 


TABLE   No.  9 


:4  Curves  —  Code,  Afup 

Code 
Termi- 
nal 

Nominal 
Diam.,  In. 

I 
aj 

0 

Dimensions,  Inches 

x'£45 
g*c 

82  1 

<*~ 

t 

r 

k 

ame    . 

4 

D 

•52 

16 

22.6O 

82 

atore  . 

6 

D 

•  55 

16 

22.6o 

130 

avel   . 

8 

D 

.60 

16 

22.6O 

200 

area   . 

10 

D 

.68 

16 

22.6o 

278 

aril     . 

12 

D 

•  75 

16 

22.6o 

366 

anos  . 

H 

B 

.66 

18 

25.50 

406 

abor  . 

14 

D 

.82 

18 

25.50 

504 

basse 

16 

B 

.70 

24 

34.00 

594 

bara   . 

16 

D 

.89 

24 

34.00 

750 

beige  . 

18 

B 

•  75 

24 

34.00 

710 

balk  . 

18 

D 

.96 

24 

34-00 

888 

bucu  . 

20 

B 

.80 

24 

34.00 

840 

bonne 

20 

D 

1.03 

24 

34.00 

1070 

deros 

24 

B 

.89 

30 

42.40 

1290 

della  . 

24 

D 

1.16 

30 

42.40 

1656 

etra   . 

30 

A 

.88 

36 

50.90 

1814 

etros  . 

30 

B 

1.03 

36 

50.90 

2082 

enbln 

30 

C 

i.  20 

36 

50.90 

2454 

engo  . 

30 

D 

1-37 

36 

50.90 

2836 

igar    . 

36 

A 

•99 

48 

67.90 

2964 

icell   . 

36 

B 

1.  15 

48 

67.90 

3500 

icet    . 

36 

C 

1.36 

48 

67.90 

4120 

illus  . 

36 

D 

1.58 

48 

67.90 

4820 

S=8  inches  on  sizes  4  and  6  inches. 
S=  10  inches  on  sizes  8  inches. 
S=i2  inches  on  sizes  10  to  36  inches. 
AH  weights  are  approximate. 


7 


TABLE  No.  TO 


Nominal 
Diam..  In. 

•f. 
•f. 

t 

l/i  Curves—  Code,  Agal 

T's  Curves 
Code,  Agem 

Code 

Terminal 

r 

k 

•E'S  £ 

m 

r 

k 

<ll 

4 

D 

.52 

ame    .     . 

24 

18.40 

66 

48 

18.70 

66 

6 

D 

•  55 

atore  .     . 

24 

18.40 

105 

48 

18.70 

105 

8 

D 

.60 

avel    .     . 

24 

18.40 

150 

48 

18.70 

150 

10 

D 

.68 

area    .     . 

24 

18.40 

202 

48 

18.70 

202 

12 

D 

.75 

aril      .     . 

24 

18.40 

265 

48 

18.70 

265 

M 

B 

.66 

anos  .     . 

36 

27.60 

359 

72 

28.10 

312 

14 

D 

.82 

abor   .     . 

36 

27.60 

442 

72 

28.10 

382 

16 

B 

.70 

basse 

36 

27.60 

445 

72 

28.10 

388 

16 

D 

.89 

bara    .     . 

36 

27.60 

558 

72 

28.10 

484 

18 

B 

.75 

beige  .     . 

36 

27.60 

533 

72 

28.10 

464 

18 

D 

.96 

balk    .     . 

36 

27.60 

663 

72 

28.10 

574 

20 

B 

.80 

bucu  .     . 

48 

36.70 

758 

96 

37-50 

676 

20 

D 

1.03 

bonne 

48 

36.70 

964 

96 

37-50 

858 

24 

B 

.89 

deros 

60 

45.90 

1181 

I2O 

46.80 

1072 

24 

D 

1.16 

della  .     . 

60 

45  .  90 

1515 

120 

46.80 

1372 

30 

A 

.88 

etra    .     . 

60 

45.90 

1475 

1  2O 

46.80 

1342 

30 

B 

.03 

etros  .     . 

60 

45.90 

1684 

1  2O 

46.80 

1528 

30 

C 

.20 

enbin 

60 

45.90 

1983 

120 

46.80 

1  800 

30 

D 

•  37 

engo  .     . 

60 

45-9° 

2291 

120 

46.80 

2080 

36 

A 

•99 

igar    .     . 

90 

68.90 

2472 

I  SO 

70.20 

2472 

36 

B 

.IS 

icell    .     . 

90 

68.90 

2916 

i  So 

70.20 

2916 

36 

C 

.36 

icet     .     . 

90 

68.90 

343° 

180 

70.20 

3430 

36 

D 

.58 

illus    .     . 

90 

68.90 

4012 

i  So 

70.20 

4012 

42 

A 

.10 

lapel  .     . 

90 

68.90 

3286 

i  So 

70.20 

3286 

42 

B 

.28 

larel   .     . 

90 

68.90 

3778 

1  80 

70.20 

3778 

42 

C 

•  54 

laron  .     . 

90 

68.90 

4600 

1  80 

70.20 

4600 

42 

D 

•  78 

latest      . 

90 

68.90 

5360 

1  80 

70.20 

5360 

48 

A 

.26 

ocet    .     . 

90 

68.90 

4230 

1  80 

70.20 

4230 

48 

B 

-42 

omen 

90 

68.90 

4820 

i  So 

70.20 

4820 

48 

C 

•  71 

ofer    .     . 

90 

68.90 

5796 

i  So 

70.20 

5796 

48 

D 

.96 

odis    .     . 

90 

68.90 

6750 

180 

70.2O 

6750 

54 

A 

•  35 

same  .     . 

90 

68.90 

5180 

1  80 

70.20 

5180 

54 

B 

.55 

sand   .     . 

90 

68.90 

5990 

1  80 

70.20 

5990 

54 

C 

.90 

sone  .     . 

90 

68.90 

7330 

i  So 

70.20 

7330 

54 

D 

.23 

sica     .     . 

90 

68.90 

8620 

1  80 

70.20 

8620 

60 

A 

1-39 

ulode  .     . 

90 

68.90 

5990 

1  80 

70.20 

5990 

60 

B 

1.67 

ufre    .     . 

90 

68.90 

7130 

i  So 

7O.20 

7130 

60 

C 

2.OO 

ufon   .     . 

90 

68.90 

8590 

1  80 

70.20 

8590 

60 

D 

2.38 

udrey 

90 

68.90 

10240 

i  So 

70.20 

10240 

S  =  6  inches  on  '/g  Curves  on  sizes  4  to  30  inches  inclusive. 
S=6  inches  on  ,'„  Curves  on  sizes  4  to  12  inches  inclusive. 


L— i 


U  N  I  T  K  1  1      STATES      CAST      I  R  (  >  N 

r  I  !>  K      AND      K  (  )  T  N  I)  R  Y      COMPANY 

Standard  Special 

fastings  for  Water 

ft           Jj                      I 

1 

Mt 

i 

iW—J        1 

1  -t  —  • 

•  —  *  ^*~-- 

^^ 

fl 

I 

• 

!       .  '/V-   ,'  4 

r-T~-i 

—  —  «v 

1 

TABLE   No.  11.     Standard  Curves,  Bell  and  Spigot     TABLK   No.  i  ;.     Standard  Offsets 

Code  Word,  Alam 

| 

y 

i'»  I'-                         Agop 

«i  Curvi-s    I'ocJf, 

ASM 

"il 

X  ' 

G~~. 

S 

t 

iinal 

£  r 

0 

r 

I 

eye 

k 

^  ~  f 

k 

•3  ^ 

3 

£"^"= 

c"*1 

*c 

E 

Ti-rminal 

r 

9-'S  ? 

r 

ii^  ^ 

^ 

<f- 

<'•- 

aim 

4 

D 

8 

35-85 

9' 

4 

1> 

•  52 

ame  .     . 

23.52 

66 

6 

U 

atore 

I2O 

23.52 

""4 

atore 

6 

D 

14 

46.25 

183 

S 

I) 

•  .60 

avel  .     . 

I2O 

23.52 

ISO 

10 

D 

area  .    . 

120 

23.52 

198 

avel  .    . 

8 

D 

"5 

.- 

280 

12 
14 

D 

B 

•  75 
.66 

aril    . 
anos  .     . 

120 

I  So 

21.52 
35-  2? 

364 

area  .    . 

IO 

D 

16 

49.70 

390 

14 

.82 

abor  .     . 

180 

35.28 

450 

aril 

12 

D 

i? 

51-45 

530 

16 

B 

•  70 

basse     . 

i  So 

35-2 

- 

45.- 

16 

bara  . 

- 

35-28 

anos 

>4 

B 

II 

53-70 

555 

IS 

IS 

B 

D 

.96 

beige 
balk  .     . 

180 

I  So 

542 

abor 

14 

D 

18 

53-70 

695 

20 
20 

B 

.80 
1.03 

bucu  .     . 
bonne    . 

240 
240 

47-<>5 

808 
1028 

480 

47-10 

47.  i" 

808 
1028 

basse    . 

16 

B 

'9 

55-40 

708 

24 
24 

B 
D 

I.K. 

deros     . 
delta 

240 
240 

47.05 
47.05 

1080 

'- 

47  -io 

47    i« 

1080 

bara 

if. 

D 

«9 

55-40 

000 

30 

A 

etra  .     . 

240 

47.  "5 

'350 

48o 

47 

.10 

1350 

30 

B 

.03 

etros 

•^  i 

240 

47.05 

1540 

48o 

n 

.10 

1540 

30 

C 

enbin 

240 

47-0 

1810 

.- 

••- 

.  IO 

n 

30 

D 

•37 

engo  .     . 

240 

47  "5 

2090 

48o 

.- 

.10 

2000 

Nominal 

S 

36 

A 

-99 

tear 

240 

47-05 

4So 

n 

.10 

Diameter 

t 

k 

K 

36 

B 

(cell 

240 

47-05 

2100 

480 

••- 

.10 

2100 

I  nchei* 

w 

36 

C 

.36 

Icet    .     . 

240 

47.115 

2470 

480 

.  IO 

247O 

36 

I) 

Illus  . 

240 

47-05 

2880 

480 

V) 

.10 

2880 

42 
43 

A 
B 

.  IO 

.28 

lapel 
laret       . 

-  : 
240 

47-05 

2720 

r 

n 
n 

.10 

.10 

2380 
2720 

4 

D 

•  5a 

13.85 

IO.OO 

2.00 

42 

C 

-54 

laron 

. 

47  "5 

3310 

480 

n 

.10 

3310 

6 

D 

•  55 

24.25 

IO.OO 

3.00 

42 

1  > 

-78 

latest 

240 

47  "- 

3850 

480 

•  - 

.10 

- 

48 

A 

.2', 

ocet 

240 

47-05 

3150 

. 

.- 

.10 

3150 

8 

D 

.60 

26.OO 

IO.OO 

2.00 

':- 

B 
C 

-42 

.7" 

omen      . 
oler   .     . 

240 
240 

47-05 

3480 

4170 

.- 
480 

n 
n 

.10 

.10 

3480 
4170 

10 

U 

.68 

27.70 

IO.OO 

2.00 

D 

odls  .    . 

240 

47-05 

:- 

.- 

• 

.10 

4860 

12 

D 

•  75 

29.45 

IO.OO 

2.00 

54 

A 

•  35 

same      . 

240 

47-05 

3750 

480 

• 

.  10 

3750 

54 

B 

;- 

sand  . 

240 

47-05 

433° 

.- 

•  - 

.10 

4330 

"4 

B 

.66 

31.20 

2.50 

54 

C 

.90 

sone  .    . 

240 

47-05 

5290 

•  - 

• 

.10 

5290 

54 

I) 

-23 

ska   .    . 

240 

47  "5 

6220 

-- 

. 

.10 

6220 

14 

D 

.82 

31.20 

IO.OO 

2.50 

60 
60 

A 

B 

•39 

-67 

ulode 

I"  IV     .       . 

240 

47.  ->5 
47.05 

4340 
5MO 

480 
4So 

• 
• 

.10 

.  IO 

4340 
5MO 

16 

B 

•  70 

32.90 

IO.OO 

2.50 

• 

C 
D 

2.00 

lll'lll  .    . 
udrey     . 

240 
240 

47  05 
47  05 

6200 
7400 

i- 
r 

• 
. 

•  JO 

.10 

6200 
7400 

1  6 

D 

.89 

32.90 

IO.OO 

2.50 

I.    Hi                                                                                     L- 

All  weight*  are  approximate. 

53 


UNITED       STATES      CAST      IRO 

N      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special   Castings  for  Water 

r  — 

J 

-sj  -• 

K 

^ 

/       1 

£  -p**«  ml 

I        \      t. 

(  —    -    X    —  —  >l  T 

V  Curves  with  Base 

TABLE   No.    13.     Code  Word,  Alen 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Class 

t 

r 

k 

s 

h 

Approx. 
•    Weight 
Pounds 

ame      .     .     . 

4 

D 

•  52 

16 

22 

60 

8 

5-50 

141 

atore   .     .    . 

6 

D 

•  55 

16 

22 

60 

8 

6.50 

214 

avel     .     .     . 

8 

D 

.60 

16 

22 

60 

10 

7-50 

309 

area     .     .     . 

10 

D 

.68 

16 

22 

60 

12 

9.00 

436 

aril       .    .    . 

12 

D 

•  75 

16 

22 

60 

12 

IO.OO 

579 

anos    .     .    . 

14 

B 

.66 

18 

25 

50 

12 

12.  OO 

717 

abor     .     .    . 

14 

D 

.82 

18 

25 

50 

12 

12.  OO 

815 

basse  .     .    . 

16 

B 

.70 

24 

34 

oo 

12 

I3.0O 

1053 

bara     .     .     . 

16 

D 

.89 

24 

34-00 

12 

I3.OO 

1209 

beige   .     .     . 

18 

B 

.75 

24 

34 

oo 

12 

I4.OO 

1264 

balk     .     .    . 

18 

D 

.96 

24 

34 

oo 

12 

I4.OO 

1442 

bucu    .     .     . 

20 

B 

.80 

24 

34 

oo 

12 

I5.OO 

1619 

bonne       .    . 

20 

D 

1.03 

24 

34 

oo 

12 

I5.OO 

1849 

deros  .     .     . 

24 

B 

.89 

30 

42 

40 

12 

17.50 

2379 

della    .     . 

24 

D 

1.16 

30 

42 

40 

12 

17.50 

2745 

etra      .     .     . 

30 

A 

.88 

36 

50 

90 

12 

21.00 

3718 

etros    .     .     . 

30 

B 

1.03 

36 

50 

90 

12 

21.  OO 

3986 

enbin  .     .     . 

30 

C 

1.20 

36 

50 

90 

12 

21.  OO 

4358 

engo     .     .     . 

30 

D 

1-37 

36 

50 

90 

12 

21.00 

4740 

igar      .    .     . 

36 

A 

•99 

48 

67 

90 

12 

24.50 

6002 

icell      .     .     . 

36 

B 

1.15 

48 

67 

9° 

12 

24.50 

6538 

icet      .     .     . 

36 

C 

1.36 

48 

67 

90 

12 

24.50 

7158 

illus      .      .      . 

36 

D 

1.58 

48 

67 

90 

12 

24.50 

7858 

All  weights  are  approximate. 

' 

L—  5230 

54 


I'  X  I  T  K  l>       s  T  A  T  I!  S       I'  A  S  T       I  R  (  >  X       1'  I  I1  E      A  X  1  .       1    <  >  r  X  I)  k  V      CO  M  I'  A  X  Y 

Standard  Special   Castings  tor  Water 

.   1    . 

r4-IJH| 

J* 

j/f'Xl 

—»-}4—»- 

,    t 

-/:=*r 

D  w  \  |£"t  0 

^qp 

TABLE   No. 

Branches 

L^J 

i  4.     Standard 

••  Sti-ni-.  OVIT  Weight  C«.lumn- 

Approximate  Weight*.  Pounds 

OH 

Ni.minal  Diaim-H-r 
Inches 

Ilinu-nsion*,  In 

Alip 

Aloi 

AM 

Aman 

Terminal 

<-Way  Branches 

4-Way  Branches 

A 

H 

H 

J 

1 

2  Bells 

<  Bells 

)  Bells 

4  Bells 

arent     .... 

3 

3 

D 

10 

22 

IO 

92 

94 

124 

125 

aca         .... 

4 

3 

1) 

II 

23 

1  1 

121 

120 

'53 

'53 

ame       .... 

4 

4 

D 

II 

23 

II 

125 

128 

164 

1  66 

alizo      .... 

6 

3 

D 

12 

24 

12 

173 

170 

207 

204 

aras       .... 

6 

4 

D 

12 

24 

12 

185 

'83 

223 

221 

at.  .re      .... 

6 

6 

D 

12 

24 

12 

203 

. 

259 

257 

anha     .... 

8 

4 

D 

13 

25 

13 

262 

255 

301 

2.  ,4 

atico     .... 

8 

6 

D 

'3 

25 

'3 

278 

270 

333 

325 

• 

avel       .... 

8 

- 

D 

'3 

25 

13 

301 

294 

378 

372 

aftt        ... 

10 

4 

D 

14 

26 

'4 

356 

338 

395 

377 

anion     .... 

10 

6 

D 

'4 

26 

14 

37' 

352 

424 

406 

anls       .... 

IO 

8 

D 

U 

26 

14 

389 

37' 

461 

443 

area 

IO 

IO 

D 

14 

26 

'4 

4'4 

395 

5" 

493 

aclle      .... 

12 

4 

D 

'5 

27 

15 

473 

445 

5'4 

486 

amus     .... 

12 

6 

D 

'5 

27 

15 

486 

458 

540 

5'2 

atum      .... 

12 

8 

D 

'5 

27 

'5 

502 

474 

573 

545 

acho      .... 

12 

to 

D 

«5 

27 

15 

5'9 

49' 

605 

577 

aril               ... 

12 

12 

D 

'5 

a? 

•5 

540 

512 

651 

623 

abunt    .... 

14 

4 

B 

16 

28 

16 

485 

480 

535 

530 

and  urn 

14 

4 

D 

16 

28 

16 

614 

588 

666 

641 

atur       .... 

U 

6 

B 

16 

28 

16 

495 

560 

555 

avero    .... 

«4 

6 

D 

16 

28 

16 

634 

608 

730 

700 

arlzo     .... 

'4 

8 

B 

16 

28 

16 

5'5 

5>o 

600 

595 

averl     .... 

'4 

8 

D 

16 

28 

16 

662 

636 

787 

76' 

arate     .... 

14 

IO 

B 

16 

28 

16 

535 

525 

635 

625 

atorem 

M 

10 

D 

16 

28 

16 

679 

653 

822 

796 

ano5      .... 

'4 

12 

B 

16 

28 

16 

560 

550 

680 

670 

abor      .... 

14 

12 

D 

16 

28 

16 

698 

672 

860 

834 

abarls    .... 

'4 

'4 

B 

16 

28 

16 

575 

569 

723 

715 

acity     .... 

'4 

M 

D 

16 

28 

16 

750 

724 

938 

963 

arage     .... 

16 

4 

B 

17 

29 

17 

615 

610 

675 

670 

All  weights  are  approximate. 

L—  1105 

55 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      CO  M  PAN  Y 

Standard  Special  Castings  for  Water 

TABLE  No.    14  —  Continued.     Standard   Branches 

Code  Stems  over  Weight  Columns 

Approximate  Weights.  Pounds 

Code  Stems 

Nominal  Diameter 
Inches 

Dimensions,  Inches 

A  lip 

Alos 

Alut 

Aman 

Code  Terminal 

Class 

3-Way  Branches 

4-\Vay  Branches 

A 

B 

H 

J 

I 

2  Bells 

3  Bells 

3  Bells 

4  Bells 

agno      .... 

16 

4 

D 

17 

29 

17 

783 

760 

864 

841 

avate     .... 

16 

6 

B 

17 

29 

17 

630 

625 

695 

690 

acibus  .... 

16 

6 

D 

17 

29 

17 

802 

779 

902 

879 

alite       ... 

16 

8 

B 

17 

29 

17 

645 

640 

730 

725 

atima    .... 

16 

8 

D 

17 

29 

17 

83I 

808 

961 

938 

andos    .... 

16 

10 

B 

17 

29 

17 

660 

655 

760 

755 

barla     .... 

16 

10 

D 

17 

29 

17 

872 

849 

1042 

1019 

barot     .... 

16 

12 

B 

17 

29 

I? 

685 

680 

805 

800 

basaii     .... 

16 

12 

D 

17 

29 

17 

884 

861 

1066 

i°43 

basse    .... 

16 

14 

B 

17 

29 

17 

695 

690 

825 

820 

bara       .... 

16 

14 

D 

17 

29 

17 

9°3 

880 

1104 

1082 

beran     .... 

16 

16 

B 

I? 

29 

17 

729 

727 

904 

901 

bevel     .... 

r6 

16 

D 

17 

29 

17 

991 

969 

1282 

-1259 

bero      .... 

18 

4 

B 

18 

30 

18 

755 

750 

820 

815 

bias       .... 

18 

4 

D 

18 

30 

18 

953 

927 

1046 

1  020 

bium       .... 

18 

6 

B 

i3 

3° 

18 

765 

760 

840 

835 

biolan    .... 

18 

6 

D 

18 

30 

18 

968 

942 

1075 

1049 

biate      .      . 

18 

8 

B 

18 

30 

18 

780 

775 

870 

865 

bione     .... 

18 

8 

D 

IS 

30 

18 

IOOO 

974 

1140 

1114 

bonca    . 

18 

10 

B 

18 

3° 

18 

795 

790 

900 

895 

bolla      .... 

18 

10 

D 

18 

30 

18 

1038 

1012 

1216 

1190 

brona    .... 

18 

12 

B 

iS   • 

30 

18 

8i5 

Sio 

940 

935 

begi       .... 

18 

12 

D 

18 

3« 

18 

1075 

1049 

1290 

1264 

belag 

IS 

14 

B 

18 

30 

18 

825 

820 

955 

950 

belas     .... 

18 

14 

D 

18 

30 

18 

1083 

1057 

1306 

1280 

beige     .... 

18 

16 

B 

18 

30 

18 

855 

850 

1  020 

1015 

balk       .... 

18 

16 

D 

18 

30 

18 

1108 

1082 

1356 

1330 

bell        .... 

18 

18 

B 

18 

30 

18 

895 

889 

IIOI 

1096 

belon     .... 

18 

18 

D 

18 

30 

18 

1170 

1144 

1480 

1454 

be  1  roil    .... 

20 

4 

B 

r9 

31 

19 

923 

916 

1006 

999 

benk     .... 

2O 

4 

D 

19 

31 

!9 

1172 

1148 

1273 

1248 

beure     .... 

20 

6 

B 

19 

31 

19 

930 

920 

IOIO 

1000 

herd      .... 

20 

6 

D 

19 

31 

19 

1188 

1164 

1304 

1280 

biene     .... 

20 

8 

B 

19 

31 

19 

945 

935 

1035 

1025 

bill         .... 

20 

8 

D 

19 

31 

19 

1212 

uSS 

1352 

1328 

binal      .... 

20 

10 

B 

19 

31 

'9 

955 

945 

1060 

1050 

bin!        .... 

20 

10 

D 

19 

31 

!9 

1252 

1227 

1431 

1407 

bio         .... 

20 

12 

B 

19 

31 

19 

975 

965 

IIOO 

1090 

biros     .... 

2O 

12 

D 

19 

31 

'9 

1288 

1263 

1502 

1479 

brito     .... 

20 

14 

B 

19 

31 

J9 

980 

970 

IIIO 

IIOO 

brom     .... 

2O 

14 

D 

19 

31 

19 

1342 

1318 

1613 

1588 

buron    .... 

2O 

16 

B 

19 

31 

'9 

IOIO 

IOOO 

1  1  70 

1160 

boroi     .... 

20 

16 

D 

*9 

31 

J9 

1347 

1323 

1622 

1597 

bucu      .... 

20 

18 

B 

19 

31 

19 

1035 

1025 

1225 

1215 

bonne    .... 

20 

18 

D 

19 

31 

19 

1365 

1341 

1658 

1634 

bril        .... 

2O 

20 

B 

'9 

3' 

J9 

1077 

1070 

1314 

1307" 

All  weights  are  approximate.                                                                                                                                                             L—  1105 

56 


r  N  i  T  i-:  i  >     STATES     CAST     IRON     PIPE     AND     r  <  >  r  x  i  >  R  v     COM  ij  A  x  Y 

Standard  Special   Castings  for  Water 

TABI.K   No.    14  —  Continued.     Standard   Branches 

Approximate  Weight*.  Pounds 

Code  Stems  over  Weight  Columns 

'r  Stem* 

N'uminal  Diameter 
Inches 

Diim-nstt.ns.  In. 

Allp 

Mo* 

Aim 

Aman 

ninnl 

Class 

Branches 

4-  Way  Branches 

A 

11 

H 

J 

1 

i   Hells 

i  Bells 

3  Bells 

4  BelU 

bunt 

20 

20 

D 

'9 

31 

'9 

1462 

1438 

1852 

1828 

back             .       .       . 

24 

6 

B 

21 

33 

21 

1309 

1289 

1425 

1405 

blolus 

24 

6 

1) 

21 

33 

21 

167O 

1637 

- 

1775 

buls             ... 

24 

8 

B 

21 

33 

21 

"323 

1303 

1453 

1433 

berto 

24 

8 

D 

21 

33 

21 

1697 

1664 

1863 

1830 

borne 

24 

IO 

B 

21 

33 

21 

1341 

1321 

1489 

1469 

card       .... 

24 

IO 

D 

21 

33 

21 

1732 

1699 

"933 

1900 

cana 

24 

12 

B 

21 

33 

21 

I  51.2 

"342 

1532 

1511 

carlo 

24 

12 

D 

21 

33 

21 

i7dS 

1735 

2005 

1972 

cape 

24 

14 

B 

21 

33 

21 

1402 

1381 

1609 

1589 

cltt 

24 

14 

D 

21 

33 

21 

1810 

"777 

2088 

2055 

cire 

24 

I< 

B 

21 

33 

21 

M43 

1423 

1694 

1673 

dea 

24 

16 

I> 

21 

33 

21 

1858 

1825 

2185 

2151 

del 

24 

18 

B 

21 

33 

21 

1460 

1440 

1727 

1706 

deral                        . 

24 

18 

1) 

21 

33 

21 

1885 

1852 

2238 

2205 

deros 

24 

n 

B 

21 

33 

21 

1474 

M54 

1756 

1736 

della 

24 

2n 

D 

21 

33 

21 

2025 

1991 

2518 

2484 

dlcort 

24 

24 

B 

21 

33 

21 

1523 

'5°3 

1854 

1834 

dlgli 

24 

24 

D 

21 

33 

21 

2146 

2113 

8727 

2694 

donla     . 

JO 

6 

A 

13 

25 

24 

1272 

1300 

1407 

"434 

dango    .... 

3° 

6 

B 

13 

25 

24 

1433 

1417 

1580 

1563 

dorum  .... 

30 

6 

C 

13 

25 

24 

1603 

1673 

1870 

1850 

dabam 

30 

6 

D 

«3 

25 

24 

"934 

1920 

2113 

- 

dage      .... 

30 

8 

A 

14 

26 

24 

1318 

1346 

'453 

1481 

dame           ... 

30 

8 

B 

14 

26 

24 

1482 

1466 

1624 

1609 

daria     .... 

30 

8 

C 

M 

26 

24 

1765 

•  745 

1953 

'934 

ii:l~l         .... 

30 

8 

D 

M 

26 

24 

2004 

1990 

2IS2 

2168 

deaw     .... 

30 

10 

A 

15 

27 

24 

1369 

1396 

1512 

1540 

delag     ... 

30 

IO 

B 

15 

27 

24 

:  :     - 

1521 

1685 

1668 

.lil.l-       . 

30 

10 

C 

"5 

27 

24 

1857 

1837 

2075 

2056 

dulf 

30 

10 

D 

«5 

27 

24 

2IOS 

2094 

2319 

2306 

deur      .... 

30 

12 

A 

15 

27 

24 

'395 

1420 

«555 

dra 

30 

12 

B 

15 

27 

24 

'555 

1540 

«7'5 

1700 

dalt       .... 

30 

12 

1 

"5 

27 

24 

1911 

1891 

2184 

2164 

dade      .... 

30 

12 

D 

15 

27 

24 

2154 

2140 

2411 

2398 

dangls 

14 

A 

IS 

30 

26 

"547 

1575 

1737 

1764 

darb      .      .      .     '. 

30 

M 

B 

18 

30 

26 

:  -     - 

1789 

2085 

2069 

dobs      .... 

30 

14 

C 

18 

30 

26 

2159 

2140 

2497 

2477 

dofen           ... 

30 

14 

D 

- 

30 

26 

2567 

2553 

3026 

3013 

dort 

30 

16 

A 

31 

26 

1648 

1675 

- 

1832 

dalt       . 

30 

16 

B 

•9 

3' 

26 

1883 

2  20O 

2184 

dean      .... 

30 

16 

C 

«9 

3" 

26 

2272 

2253 

2662 

2642 

dique           ... 

30 

16 

D 

19 

31 

26 

2692 

2678 

3206 

3192 

derlng         .      .      . 

30 

18 

A 

20 

34 

26 

"757 

1741 

2U24 

2007 

dellos    .      . 

30 

18 

B 

20 

34 

26 

2044 

1976 

2387 

2318 

Large  diameter  toes  and  crosses  with  ribs,  or  with  ribs  and  bolted  through  flats  when  required.    See  page  $i.     L—  1105 

All  wetKht*  are  approximate. 

57 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special   Castings  for  Water 

TABLE   No.    14  —  Continued.     Standard   Branches 

Code  Stems  over  Weight  Columns 

Approximate  Weights,  Pounds 

Code  Stems 

Nominal  Diameter 
Inches 

Dimensions,  Inches 

Alip 

A  los 

Alut 

Aman 

Code  Terminal 

Class 

3-Way  Branches 

4-Way  Branches 

A 

B 

H 

J 

I 

2  Bells 

3  Bells 

3  Bells 

4  Bells 

ebam     .... 

30 

18 

C 

2O 

34 

26 

2434 

2353 

2862 

2781 

entib     .... 

30 

18 

D 

20 

34 

26 

2805 

2791 

33&I 

3348 

entis     .... 

3° 

20 

A 

21 

36 

26 

1857 

1818 

2157 

2118 

eola       .... 

30 

20 

B 

21 

36 

26 

2182 

2088 

2584 

2490 

erem     .... 

30 

2O 

C 

21 

36 

26 

2667 

2555 

3237 

3126 

etori      .... 

30 

20 

D 

21 

36 

26 

3041 

2921 

3657 

3538 

etra       .... 

30 

24 

A 

23 

38 

^(, 

1979 

1940 

2312 

2274 

etros     .... 

3° 

24 

B 

23 

33 

26 

2313 

2219 

2742 

2648 

enbin    .... 

30 

24 

C 

23 

38 

26 

2847 

2736 

3474 

3362 

engo      .... 

30 

24 

D 

23 

38 

26 

3290 

3170 

4014 

3895 

engra    .... 

30 

30 

A 

26 

43 

26 

2212 

2129 

2602 

2520 

erin       .... 

30 

30 

B 

26 

43 

26 

2599 

2453 

3106 

2960 

ernol     .... 

30 

30 

C 

26 

43 

26 

3310 

3137 

4110 

3937 

ernu      . 

30 

30 

D 

26 

43 

26 

3850 

3660 

'  4799 

4609 

erfen     .... 

36 

8 

A 

14 

26 

27 

1751 

1777 

1938 

1963 

erish     .... 

36 

8 

B 

14 

26 

27 

20=5 

2073 

2268 

2287 

eone      .... 

36 

8 

C 

14 

26 

27 

2421 

2433 

2679 

2691 

emaro   .... 

36 

8 

D 

14 

26 

27 

2780 

2780 

3038 

3039 

ezia       .... 

36 

10 

A 

15 

27 

27 

1810 

1835    ' 

1996 

2021 

eolutn   .... 

36 

10 

B 

15 

27 

27 

2128 

2147 

2345 

2364 

emie      .... 

36 

10 

C 

15 

27 

27 

2534 

2546 

2822 

2834 

etten     .... 

36 

IO 

D 

15 

27 

27 

2903 

2902 

3188 

3188 

elazo     .... 

36 

12 

A 

16 

28 

27 

1884 

1909 

2084 

21O9 

estro     .... 

36 

12 

B 

16 

28 

27 

2219 

2238 

2458 

2477 

esta      .... 

36 

12 

C 

16 

28 

27 

2644 

2656 

2962 

2973 

erata     .... 

36 

12 

D 

16 

28 

27 

3032 

3033 

3349 

3350 

erolla    .... 

36 

14 

A 

18 

30 

29 

2039 

2065 

2279 

2304 

eriate    .... 

36 

14 

B 

18 

30 

29 

2415 

2433 

2709 

2728 

erarla    .... 

36 

14 

C 

18 

30 

29 

2872 

2883 

3251 

3263 

escos    .... 

36 

14 

D 

18 

30 

29 

3470 

3470 

4033 

4033 

ebas      .... 

36 

16 

A 

19 

31 

29 

2135 

2160 

2410 

2436 

ently     .... 

36 

16 

B 

19 

31 

29 

2521 

2540 

2853 

2872 

fod         .... 

36 

16 

C 

19 

31 

29 

3003 

3014 

3431 

3442 

flrn        .... 

36 

16 

D 

19 

31 

29 

3618 

3617 

4231 

4230 

form      .... 

36 

18 

A 

20 

34 

29 

2279 

2246 

2581 

2548 

falcon    .... 

36 

18 

B 

20 

34 

29 

2701 

2650 

3073 

3022 

faut       .      . 

36 

18 

C 

20 

34 

29 

3206 

3136 

3673 

3604 

gabas    .... 

36 

18 

D 

20 

34 

29 

3852 

3755 

4506 

4409 

gamos  .... 

36 

20 

A 

21 

36 

29 

2409 

2346 

2752 

2689 

gareo    .... 

36 

20 

B 

21 

36 

29 

2885 

2800 

3336 

3251 

gesa      .... 

36 

20 

C 

21 

36 

29 

3537 

3426 

4212 

4101 

infer     .... 

36 

2O 

D 

21 

36 

29 

4050 

3905 

4757 

4612 

igab      .... 

36 

24 

A 

23 

38 

29 

2451 

2513 

2844 

2907 

igadu    . 

36 

24 

B 

23 

38 

29 

3099 

3014 

2624 

3539 

igam     .... 

36 

24 

C 

23 

38 

29 

3806 

3695 

4585 

4474 

Large  diameter  tees  and  crosses  with  ribs,  or  with  ribs  and  bolted  through  flats  when  required.     See  page  51.     L  —  1105 

All  weights  are  approximate. 

58 


\  I  T  1C  1  '       S  I   A  T  K  S       CAST       IRON       1'  I  I'  K       AND       1-  (  i  r  N  I  )  R  Y      COMPANY 

•ulard   Special   Castings  tor   Water 

TABLE   No.    14  —  Continued.     Standard   Branches 

Approximate  Weights.  Pounds 

Code  Sti-ins  over  Weight  Columns 

Code  Stem* 

Nominal  Dianu-tiT 
[ocfhM 

Dimension*,  Inches 

Alip 

Ala* 

Alut 

A  man 

Code  Terminal 

Class 

Hrum  In--. 

4-\Vuy  Branches 

A 

B 

H 

) 

I 

..   Bells 

,   Bells 

.,  Hells 

4  Belts 

i^.nul              ... 

36 

34 

I» 

23 

39 

45" 

4366 

5307 

5l6l 

Ijtar 

36 

30 

A 

21. 

43 

39 

2830 

. 

3242 

3120 

Icell       .... 

36 

30 

B 

26 

43 

29 

3594 

3438 

4335 

4'79 

icet        .... 

36 

30 

C 

26 

43 

39 

4--T 

4055 

5'40 

4947 

illu-        .... 

36 

30 

D 

26 

4.! 

39 

5160 

49"  8 

6191 

5950 

Iculo 

36 

36 

A 

29 

4«> 

39 

3067 

2946 

3539 

3418 

laba 

36 

36 

B 

29 

4'' 

39 

4046 

3891 

4956 

4800 

ilia                .       . 

36 

36 

C 

29 

46 

39 

4788 

4595 

5673 

Itude     ... 

36 

36 

D 

29 

46 

39 

5810 

5567 

7099 

6857 

Irem      .... 

43 

12 

A 

16 

28 

30 

2507 

2577 

3467 

3537 

icar        .... 

42 

12 

B 

16 

28 

3° 

2670 

2889 

3'3« 

3170 

leben 

42 

12 

C 

16 

28 

30 

3478 

3507 

3830 

3860 

Itlo         ... 

42 

12 

D 

16 

38 

30 

397  1 

3989 

4307 

4325 

Idous     .... 

4» 

14 

A 

IS 

30 

33 

2671 

2739 

2942 

3010 

lKra              .       . 

43 

14 

B 

18 

30 

32 

3075 

3H4 

3400 

3440 

llan        .... 

42 

14 

C 

18 

30 

32 

3747 

3776 

4M7 

4177 

Iferos    .... 

42 

14 

D 

18 

30 

32 

4590 

4609 

5288 

5306 

ibus 

42 

1  6 

A 

«9 

3« 

32 

2778 

2846 

3080 

3>48 

leant     . 

42 

16 

B 

«9 

3i 

32 

3196 

3235 

3552 

3592 

idlty      .... 

42 

16 

C 

'9 

3' 

32 

3891 

3920  . 

4325 

4354 

Itlvo      .... 

42 

16 

D 

19 

3» 

33 

4754 

4772 

5487 

5506 

Ista       .... 

42 

18 

A 

20 

34 

32 

2950 

2941 

3268 

3258 

Idum     .... 

43 

18 

B 

20 

34 

33 

3407 

3357 

3794 

3744 

Itant 

42 

a 

C 

2O 

34 

32 

4393 

4312 

:     - 

5028 

ilage 

42 

18 

D 

20 

34 

32 

5049 

4939 

5819 

5709 

icolea    .... 

42 

20 

A 

21 

36 

32 

3104 

3056 

3459 

34" 

iches     .... 

42 

2O 

B 

21 

36 

33 

-• 

3486 

4009 

3913 

kem      .... 

42 

2" 

C 

21 

36 

33 

4615 

4479 

5387 

5351 

kunjjer 

42 

D 

21 

.36 

3* 

5297 

5123 

6122 

5948 

linos      .... 

42 

24 

A 

23 

38 

32 

33M 

3266 

3724 

3676 

llnu 

42 

24 

B 

23 

38 

32 

3852 

3756 

4370 

4274 

lock       .... 

4= 

»4 

C 

33 

38 

32 

4965 

;•- 

5866 

5730 

lack       .      . 

42 

24 

D 

23 

38 

32 

5709 

5535 

6579 

6405 

lard       .... 

42 

30 

A 

26 

43 

33 

3679 

3553 

4'44 

4018 

lake 

41 

30 

B 

26 

43 

32 

4554 

4370 

54«6 

5230 

lamte 

42 

30 

C 

26 

43 

32 

5649 

5402 

6675 

6428 

lante      .... 

43 

30 

D 

26 

43 

32 

6561 

6258 

7729 

7426 

lapel      .... 

42 

36 

A 

29 

46 

33 

4076 

3950 

4705 

4579 

laret      .... 

42 

36 

B 

39 

46 

32 

49°3 

4718 

5845 

5059 

laron 

42 

36 

C 

29 

46 

32 

6150 

5904 

7261 

7015 

latesl 

42 

36 

D 

29 

46 

32 

7187 

6884 

8512 

8209 

leaba     .... 

42 

43 

A 

32 

49 

32 

4393 

4267 

5109 

4983 

learn      .... 

43 

42 

B 

32 

49 

33 

5533 

'    •- 

6641 

6455 

lieu        .... 

42 

42 

C 

33 

49 

33 

7001 

6755 

8392 

8146 

leat 

42 

42 

D 

32 

49 

33 

8158 

7855 

'• 

9500 

I-arife  diameter  tees  and  crosses  with  rib»,  or  with  ribs  and  bolted  through  flats  when  required.    See  page  51.    U—  not 

AH  'weight*  are  approximate. 

59 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special   Castings  for  Water 

TABLE  No.   14  —  Continued.     Standard  Branches 

Approximate  Weights,  Pounds 

Code  Stems  over  Weight  Columns 

Code  Stems 

Nominal  Diameter 
Inches 

Dimensions,  Inches 

A  lip 

Alos 

A  hit 

Aman 

Code  Terminal 

Class 

3-  Way  Branches 

4-  Way  Branches 

A 

B 

H 

J 

I 

2  Bells 

3  Bells 

3  Bells 

4  Bells 

libe        .... 

48 

12 

A 

17 

29 

33 

3266 

3319 

3653 

3707 

leau       .... 

48 

12 

B 

17 

29 

33 

3752 

3804 

4107 

4160 

low       .... 

48 

12 

C 

17 

29 

33 

4510 

4576 

4940 

5007 

loto       .... 

48 

12 

D 

17 

29 

33 

5564 

5624 

6376 

6436 

lear       .... 

48 

14 

A 

18 

30 

35 

3422 

3476 

3762 

3815 

lest       .... 

48 

14 

B 

18 

30 

35 

4173 

4226 

4836 

4889 

lita 

48 

14 

C 

18 

30 

35 

4965 

5030 

5712 

5778 

lobe       .... 

48 

14 

D 

18 

3« 

35 

5754 

5815 

6596 

6656 

nary      .... 

4S 

16 

A 

!9 

3t 

35 

3565 

3619 

3947 

4001 

nois        .... 

48 

16 

B 

'9 

31 

35 

4046 

4098 

4466 

4519 

tui.se       .... 

48 

16 

C 

19 

31 

35 

5055 

5121 

5755 

5821 

nade       .... 

48 

16 

D 

19 

31 

35 

5967 

6028 

6860 

6921 

nion      .      .      .      ".- 

48 

18 

A 

20 

34 

35 

3775 

3729 

4166 

4120 

nelz       .... 

48 

18 

B 

20 

34 

35 

4287 

4225 

4718 

4655 

nera      .... 

48 

18 

C 

2O 

34 

35 

5479 

5407 

6328 

6256 

onbius  .... 

48 

18 

D 

2O 

34 

35 

6328 

6227 

7259 

7158 

ostet     .... 

48 

20 

A 

21 

36 

35 

3956 

3860 

4378 

4282 

ovia 

48 

20 

B 

21 

36 

35 

4500 

4380 

4973 

4853 

opiro     .... 

48 

20 

C 

21 

36 

35 

5745 

5604 

6652 

6511 

oten      .... 

48 

20 

D 

21 

36 

35 

6607 

6425 

7574 

7392 

orgen    .... 

48 

24 

A 

23 

38 

35 

4221 

4125 

4706 

4609 

oque      .... 

48 

24 

B 

23 

38 

35 

5028 

4908 

5798 

5678 

olare     .... 

48 

24 

C 

23 

38 

35 

6193 

6052 

7272 

7131 

onnle     .... 

48 

24 

D 

23 

38 

35 

7064 

6882 

7994 

7812 

orios     .... 

48 

30 

A 

26 

43 

35 

4748 

4553 

53&I 

5166 

olios      .... 

48 

30 

B 

26 

43 

35 

5685 

5451 

6653 

6418 

nrium    .... 

48 

30 

C 

26 

43 

35 

7042 

6762 

8265 

7985 

occia      .... 

48 

30 

D 

26 

43 

35 

8051 

7708 

9303 

8960 

oltoe     .... 

48 

36 

A 

29 

46 

35 

5150 

4953 

5859 

5662 

ocol       .... 

48 

36 

B 

29 

46 

35 

6322 

6088 

7382 

7148 

onet      .... 

48 

36 

C 

29 

46 

35 

7603 

7323 

8915 

8635 

obes      .... 

48 

36 

D 

29 

46 

35 

8830 

8487 

10336 

9993 

ocet       .... 

48 

42 

A 

32 

49 

35 

5503 

5307 

6266 

6069 

omen    .... 

48 

42 

B 

32 

49 

35 

6821 

6587 

7973 

7739 

ofer       .... 

48 

42 

C 

32 

49 

35 

8278 

7999 

9750 

9470 

odis 

48 

42 

D 

32 

49 

35 

9644 

9301 

11367 

11024 

tigab     .... 

48 

48 

A 

35 

52 

35 

6043 

5846 

7043 

6846 

toris      .... 

48 

48 

B 

35 

52 

35 

7659 

7424 

9076 

8841 

tras       .... 

48 

48 

C 

35 

52 

35 

9229 

8950 

11006 

10726 

trud       .... 

48 

48 

D* 

35 

52 

35 

Large  diameter  tees  and  crosses  with  ribs,  or  with  ribs  and  bolted  through  Mats,  or  made  in  steel.     See  page  51.          L—  1105 

*  Made  in  steel. 

All  weights  are  approximate. 

60 


r  N   I  T  K  I)       S  T  A    1                      A  -  T       I 

RON 

PI  P 

AND      \-  o  U  X  D  R  Y      COM  P  A  N  Y 

Standard  Special   Castings  for  Water 
•—  1  • 

I 
-> 

^~^~ 

1 

M 

fe 

f_..'  -•; 

I 

\ 

(  1               1 

1 

i  T« 

|          \ 

T  ^ 

If  !_!_« 

P 

7J 

'       ^~ 

! 

f-  5 

k- 

_^_^^__ 

i 

• 

TABLE   No.    15. 

Standard   Base  Tees 

Approx. 

Cod* 

Terminal 

Apprnx.  Weight 

Neim'l 

1 

t>u  nds 

N'om'l 

Pounds 

Diam. 

f, 

Code 
Terminal 

Inches 

I 

s 

* 

h 

j  Bells 

.1  Bells 

Inches 

l 

B 

P 

h 

j  Bells 

i  Bells 

Code 

Code 

Code 

e 

f 

AMP 

AM 

-. 

AMP 

Amli 

a  re  n  I       . 

3 

3 

D 

10 

22 

10 

4-5" 

K'4 

106 

acibus 

6 

D 

17 

29 

17 

13.00 

1021 

998 

.U.I          .       . 

4 

3 

D 

1  1 

23 

II 

5-5" 

13 

138 

alite  .   . 

16 

8 

B 

17 

29 

17 

13.00 

864 

859 

anu-     . 

4 

4 

1  1 

II 

23 

II 

5-5° 

'43 

146 

at) 

11: 

i  . 

16 

8 

D 

17 

13.00 

1050 

1027 

allzo  . 

6 

3 

D 

12 

24 

12 

6.50 

205 

202 

andos    . 

16 

IO 

B 

17 

13.  Of) 

8/9 

874 

aras  .   . 

6 

4 

D 

12 

24 

12 

6.50 

217 

II 

- 

l-arla       . 

IO 

D 

29 

17 

13.00 

1091 

1068 

atore 

6 

6 

D 

12 

24 

12 

6.50 

335 

232 

barot 

16 

IS 

B 

29 

17 

13.00 

904 

899 

anha  .   . 

8 

4 

D 

13 

25 

'3 

7-50 

3" 

has 

;ti 

t  . 

16 

12 

D 

29 

,7 

13.00 

1103 

1080 

atlco  .   . 

8 

6 

D 

'3 

25 

13 

7.50 

334 

326 

basse    . 

16 

M 

B 

29 

17 

13.00 

914 

909 

avel    .   . 

S 

8 

D 

13 

25 

'3 

7.50 

357 

350 

bara  .   . 

16 

14 

D 

17 

29 

17 

13.00 

1  122 

'099 

am 

IO 

4 

D 

14 

26 

M 

9.00 

435 

4'7 

Ivr.-in      . 

16 

16 

B 

17 

29 

17 

13.00 

948 

946 

anlon 

IO 

6 

D 

U 

26 

'4 

9.00 

43  » 

bevel 

16 

16 

D 

17 

29 

17 

13.00 

1123 

1  120 

anis   .    . 

IO 

8 

D 

14 

26 

'4 

9.00 

468 

450 

IK-  re  >    .    . 

18 

4 

B 

18 

3° 

18 

14.00 

1035 

1030 

area   .    . 

IO 

10 

D 

14 

26 

14 

9.00 

493 

474 

bias 

iS 

4 

D 

18 

30 

iS 

14.00 

1233 

1207 

aclie  .   . 

12 

4 

D 

15 

27 

15 

10.00 

59 

568 

blam 

18 

6 

B 

IS 

30 

18 

14.00 

1045 

1040 

amus     . 

12 

6 

I  ' 

15 

27 

15 

10.  OO 

609 

581 

blolan 

18 

6 

D 

18 

3° 

18 

14.00 

124$ 

1222 

atum 

12 

8 

li 

15 

27 

15 

10.00 

6as 

597 

blate  . 

18 

8 

B 

IS 

3° 

IS 

14.00 

1060 

1055 

acho  .    . 

12 

10 

D 

15 

27 

15 

10.  OO 

642 

614 

bione 

iS 

8 

D 

IS 

30 

IS 

14.00 

I2SO 

1254 

aril 

12 

12 

D 

'5 

27 

15 

10.00 

663 

635 

bonca    . 

18 

10 

B 

18 

30 

IS 

14.00 

1075 

IO7O 

abunt 

14 

4 

B 

16 

28 

16 

12.00 

66  1 

656 

bolla 

IS 

IO 

D 

18 

30 

iS 

14.00 

1318 

1292 

anclum 

M 

4 

D 

16 

28 

16 

12.00 

79° 

764 

brona    . 

18 

12 

B 

18 

30 

1$ 

14.00 

1095 

1090 

at  in-    .    . 

U 

6 

B 

16 

16 

12.  OO 

676 

begi 

tS 

12 

D 

IS 

3° 

18 

14.00 

1355 

1329 

avero    . 

M 

6 

D 

16 

28 

16 

12.  OO 

Sio 

belag     . 

- 

«4 

B 

18 

30 

iS 

14.00 

1105 

IIOO 

arlzo  .    . 

14 

8 

B 

16 

28 

16 

12.  OO 

691 

686 

be  las 

14 

D 

IS 

30 

18 

14.00 

1363 

1337 

averl 

14 

8 

D 

if, 

28 

16 

13.00 

838 

812 

beige 

IS 

16 

B 

18 

30 

IS 

14.00 

U35 

1130 

a  rate  .   . 

14 

IO 

B 

16 

23 

if, 

12.  OO 

7" 

701 

balk  .   . 

18 

16 

D 

IS 

30 

18 

14.00 

1388 

1362 

atoreoi  . 

"4 

IO 

D 

16 

28 

16 

12.  OO 

855 

829 

bell    .   . 

IS 

iS 

B 

iS 

IS 

14.00 

"75 

1169 

anos  .    . 

14 

12 

B 

it. 

28 

16 

12.00 

736 

726 

belon 

18 

IS 

D 

IS 

30 

18 

14.00 

1450 

1424 

abor  .    . 

M 

12 

D 

16 

28 

16 

12.  OO 

874 

848 

iK'Ire.J 

20 

4 

B 

«9 

3' 

'9 

15.00 

1275 

1263 

abaris 

14 

14 

B 

16 

28 

16 

12.  OO 

75« 

745 

IK-  nk 

20 

4 

D 

'9 

3t 

«9 

15.00 

1524 

1500 

acity  .    . 

U 

14 

D 

16 

2S 

16 

12.  OO 

926 

900 

beure    . 

20 

6 

B 

«9 

15.00 

1282 

12/2 

arage     . 

16 

4 

B 

17 

29 

17 

13.00 

834 

-    , 

herd  .   . 

20 

6 

D 

'9 

31 

«9 

15.00 

1540 

1516 

agno  . 

16 

4 

D 

'7 

29 

17 

I3.OO 

894 

889 

blene 

20 

8 

B 

'9 

3' 

<9 

15.00 

1297 

1287 

avate 

16 

6 

B 

17 

29 

1  7 

13.00 

849 

844 

bill 

20 

S 

D 

'9 

«9 

15.00 

1564 

1540 

All  wetithts  are  approximate.                                                                                                                                                            L_  JM9 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY     COMPANY 

Standard  Special  Castings  for  Water 

TABLE  No.   15  —  Continued.     Standard  Base  Tees 

Approx.  Weight 

Approx.  Weight 

Nom'l 

Pounds 

Nom'l 

Pounds 

Diam. 

to 

Diam. 

H 

Code 
Terminal 

Inches 

a 
0 

l 

s 

P 

h 

2  Bells 

3  Bells 

Code 

Terminal 

Inches 

1 

CJ 

l 

s 

p 

h 

2  Bells 

3  Bells 

Code 

Code 

Code 

Code 

e 

f 

Amep 

Amis 

e 

f 

Amep 

Amis 

binal  .   . 

2O 

10 

B 

19 

31 

19 

I5.0O 

1307 

1297 

dangis  . 

30 

14 

A 

18 

30 

26 

21.  OO 

2499 

2527 

bin!    .   . 

2O 

IO 

D 

19 

31 

19 

I5.OO 

1604 

1579 

darb  .   . 

30 

14 

B 

18 

30 

26 

21.  OO 

2757 

2741 

bio     .    . 

2O 

12 

B 

'9 

31 

ig 

15.00 

1327 

1317 

dobs  .   . 

30 

'4 

C 

18 

30 

26 

21  .OO 

3111 

3092 

biros  .   . 

2O 

12 

D 

19 

31 

19 

I5.OO 

1640 

1615 

dofen    . 

30 

14 

D 

18 

30 

26 

21.  OO 

3519 

3505 

brito  .    . 

2O 

14 

B 

«9 

31 

19 

15.00 

1332 

1322 

doit  .   . 

30 

16 

A 

19 

31 

26 

21.00 

2600 

2627 

brom     . 

2O 

14 

D 

19 

31 

r9 

15.00 

1694 

1670 

dolt   .   . 

30 

16 

B 

19 

31 

26 

21.  OO 

2851 

2835 

buron    . 

2O 

16 

B 

19 

31 

19 

15.00 

1362 

1352 

dean  .    . 

30 

16 

C 

19 

31 

26 

21.00 

3224 

3205 

boroi 

2O 

16 

D 

19 

31 

19 

15.00 

1699 

1675 

dique     . 

30 

16 

D 

19 

31 

26 

21.  OO 

3644 

3630 

bucu  .   . 

20 

18 

B 

19 

31 

19 

15.00 

1387 

1377 

dering  . 

30 

18 

A 

20 

34 

26 

21.  OO 

2709 

2693 

bonne   . 

20 

18 

D 

19 

31 

19 

15.00 

1717 

1693 

dellos    . 

30 

18 

B 

20 

34 

26 

21.00 

2996 

2928 

bril     .    . 

20 

20 

B 

'9 

•31 

19 

15.00 

1429 

1422 

ebam     . 

30 

18 

C 

2O 

34 

26 

21.  OO 

3386 

3305 

bunt  .    . 

20 

20 

D 

19 

31 

19 

15.00 

1814 

1790 

entib.    . 

30 

18 

D 

2O 

34 

26 

21.  OO 

3757 

3743 

back  .    . 

24 

6 

B 

21 

33 

21 

17.50 

1783 

1763 

entis  .    . 

30 

20 

A 

21 

36 

26 

21.OO 

2809 

2770 

biolus    . 

-1 

6 

D 

21 

33 

21 

17.50 

2144 

2III 

eola    .   . 

30 

20 

B 

21 

36 

26 

21  .OO 

3134 

3040 

buis  .   . 

24 

8 

B 

21 

33 

21 

17.50 

1797 

1777 

erem  .   . 

30 

20 

C 

21 

36 

26 

21.  OO 

3619 

3507 

berto     . 

24 

8 

D 

21 

33 

21 

17.50 

2171 

2138 

etori  .    . 

30 

20 

D 

21 

36 

26 

21.  OO 

3993 

3873 

borne    . 

24 

IO 

B 

21 

33 

21 

17.50 

1815 

1795 

etra    .    . 

30 

24 

A 

23 

38 

26 

21.  OO 

2931 

2892 

card  .    . 

24 

IO 

D 

21 

33 

21 

I7.50 

2206 

2173 

etros     . 

30 

24 

B 

23 

38 

26 

21.00 

3265 

3171 

cana  .   . 

24 

12 

B 

21 

33 

21 

17.50 

1836 

1816 

enbin    . 

30 

24 

C 

23 

38 

26 

21.  OO 

3799 

3688 

carlo  .   . 

24 

12 

D 

21 

33 

21 

I7.50 

2242 

2209 

engo  .   . 

30 

24 

D 

23 

38 

26 

21.  OO 

4242 

4122 

cape  .    . 

24 

14 

B 

21 

33 

21 

17.50 

1876 

1855 

engra    . 

30 

30 

A 

26 

43 

26 

21.  OO 

3081 

cift     .    . 

24 

14 

D 

21 

33 

21 

17.50 

2284 

2251 

erin   .   . 

30 

30 

B 

26 

43 

26 

21.00 

3551 

3405 

cire    .   . 

24 

16 

B 

21 

33 

21 

17.50 

1917 

1897 

ernol 

3° 

30 

C 

26 

43 

26 

21.  OO 

4262 

4089 

dea    .   . 

24 

16 

D 

21 

33 

21 

17.50 

2332 

2299 

ernu  .   . 

30 

30 

D 

26 

43 

26 

21.  OO 

4802 

4612 

del      .   . 

24 

18 

B 

21 

33 

21 

17.50 

IQ34 

1914 

erfen  .   . 

36 

8 

A 

14 

26 

27 

24.50 

3236 

3262 

deral  .    . 

24 

18 

D 

21 

33 

21 

17.50 

2359 

2326 

erish  .   . 

36 

8 

B 

14 

26 

27 

24.50 

3540 

3558 

deros    . 

24 

20 

B 

21 

33 

21 

17.50 

1948 

1928 

eone  .   . 

36 

8 

C 

14 

26 

27 

24.50 

3906 

3918 

della  .   . 

24 

20 

D 

21 

33 

21 

17.50 

2499 

2465 

emaro  . 

36 

8 

D 

14 

26 

27 

24.50 

4265 

4265 

dicort   . 

24 

24 

B 

21 

33 

21 

17.50 

'997 

1977 

ezia   .   . 

36 

IO 

A 

15 

27 

27 

24.50 

3295 

3320 

digli  .    . 

24 

24 

D 

21 

33 

21 

17.50 

2620 

2587 

eolum   . 

36 

10 

B 

15 

27 

27 

24.50 

3632 

donia    . 

30 

6 

A 

13 

25 

24 

21.  OO 

2224 

2252 

emie  .    . 

36 

IO 

C 

15 

27 

27 

24.50 

4019 

4031 

dongo   . 

30 

6 

B 

13 

25 

24 

21.  OO 

2385 

2369 

etten     . 

36 

IO 

D 

15 

27 

27 

24.50 

4388 

4387 

doruni  . 

30 

6 

C 

13 

25 

24 

2I.OO 

2645 

2625 

elazo  .    . 

36 

12 

A 

16 

28 

27 

24.50 

3369 

339'4 

dabam  . 

30 

6 

D 

13 

25 

24 

21.00 

2886 

2872 

estro  .    . 

36 

12 

B 

16 

28 

27 

24.50 

3704 

3723 

dage  .    . 

30 

8 

A 

14 

26 

24 

21.  OO 

2270 

2298 

esta  .   . 

36 

12 

C 

16 

28 

27 

24.50 

4129 

4141 

dame     . 

30 

8 

B 

14 

26 

24 

21  ,OO 

2434 

2418 

erata  .   . 

36 

12 

D 

16 

28 

27 

24.50 

4517 

daria  .   . 

30 

8 

C 

14 

26 

24 

21.  OO 

2717 

2697 

erolla    . 

36 

14 

A 

18 

30 

29 

24.50 

3524 

3550 

dast  .    . 

30 

8 

D 

14 

26 

24 

21.  OO 

2956 

2942 

eriate    . 

36 

14 

B 

18 

30 

29 

24.50 

3900 

3918 

dean 

30 

IO 

A 

15 

27 

24 

21.  OO 

2321 

2348 

erala.     . 

36 

14 

C 

18 

30 

29 

24.50 

4357 

4368 

delag     . 

30 

IO 

B 

15 

27 

24 

21.  OO 

2490 

2473 

escos    . 

36 

14 

D 

18 

30 

29 

24.50 

4955 

4955 

dilas  .    . 

30 

IO 

C 

15 

27 

24 

21.  OO 

2809 

2789 

ebas  .    . 

36 

16 

A 

19 

29 

24.50 

3620 

3645 

dulf    .   . 

30 

IO 

D 

15 

27 

24 

21  .OO 

3060 

3046 

ently     . 

36 

16 

B 

Ig 

31 

29 

24.50 

4006 

4025 

deur  .    . 

30 

12 

A 

15 

27 

24 

21.  OO 

2347 

2372 

fod     .    . 

36 

16 

C 

19 

31 

29 

24.50 

4488 

4499 

dra     .    . 

30 

12 

B 

15 

27 

24 

21.  OO 

2507 

2492 

firm  .   . 

36 

16 

D 

19 

31 

29 

24.50 

5103 

5102 

dalt    .    . 

30 

12 

C 

15 

27 

24 

21.00 

2863 

2843 

form  .    . 

36 

18 

A 

20 

34 

29 

24.50 

3/64 

3731 

dade  .    . 

30 

12 

D 

15 

27 

24 

21.00 

3106 

3092 

falcon    . 

36 

18 

B 

20 

34 

29 

24.50 

4186 

4135 

Large  diameter  tees  ribbed  (and  bolted).    See  page  51.                                                                                                              L—  5229 

All  weights  are  approximate. 

62 


V  N  1  T  K  I  >       S  T  A  'I    I-.  S       CAS  T       IRON       I'll'  K       A  N  1)       F  c  >  T  N  D  R  Y      C  O  M  P  A  N  Y 

Standard  Special   Castings  for  Water 

TABLE   No.    15  —  Continued.     Standard   Base  Tees 

Weight 

N'mii'l 

I'l.V 

Norn'] 

Pound* 

l)inm. 

Im-he-. 

/ 

Terminal 

r 

1 

S 

P 

h 

t   Bells 

Terminal 

3 
'•* 

l 

8 

P 

h 

.•  H.-llh 

i  HHK 

C»de 

e 

f 

Amep 

Ami* 

e 

f 

MIL  r 

Arnli 

faut    .    . 

36 

18 

C 

20 

34 

29 

14.  jo 

4691 

4'>'JI 

laret  .   . 

42 

3'> 

K 

29 

4'. 

32 

•     - 

7106 

6921 

tcabas    . 

18 

1) 

20 

34 

29 

24.50 

5337 

5240 

laron  .    . 

42 

36 

C 

29 

4" 

32 

28.00 

8353 

8107 

liamos  . 

36 

20 

A 

21 

36 

29 

24.50 

3894 

3831 

latest    . 

42 

36 

D 

29 

46 

32 

28.00 

9390 

9087 

tcareo    . 

36 

2O 

B 

21 

36 

29 

24.50 

437" 

4285 

leaba.    . 

42 

42 

A 

32 

49 

32 

- 

6596 

6470 

gesa  .   . 

36 

20 

C 

21 

36 

29 

24.50 

5022 

4911 

learn  .    . 

42 

42 

B 

32 

49 

32 

28.00 

773'> 

"    -  ' 

infer 

36 

20 

D 

21 

36 

29 

24.50 

5535 

5390 

lieu    .   . 

42 

42 

C 

32 

4') 

32 

28.00 

9204 

8958 

igab 

36 

24 

A 

23 

38 

29 

24.50 

3936 

3998 

leat 

42 

42 

D 

32 

49 

32 

28.00 

10361 

10058 

igadu 

36 

24 

B 

23 

38 

29 

24.50 

4584 

4499 

llbe    .   . 

48 

12 

A 

17 

29 

33 

31.50 

6361 

6414 

Igam 

36 

24 

C 

23 

3« 

29 

24.50 

5291 

5180 

leau   .   . 

48 

12 

B 

t? 

29 

33 

31.50 

6847 

6899 

igand     . 

36 

24 

D 

23 

3S 

29 

24.50 

5996 

J851 

low    .   . 

48 

12 

C 

17 

29 

33 

31.50 

7605 

7671 

Igar 

36 

30 

A 

26 

43 

29 

. 

4315 

4193 

loto    .   . 

48 

12 

D 

17 

29 

33 

3L50 

8659 

8719 

icell 

36 

30 

B 

26 

43 

29 

24.50 

5079 

4923 

lear   .  . 

48 

'4 

A 

18 

30 

35 

31.50 

6517 

6571 

icet 

3° 

C 

2f) 

43 

29 

24.?" 

5733 

5540 

test 

48 

>4 

B 

18 

30 

35 

31.50 

7268 

7321 

illus   .    . 

36 

30 

D 

26 

43 

29 

24.50 

6645 

llta     .   . 

48 

M 

C 

18 

30 

35 

31.50 

8060 

8125 

iculo  .    . 

36 

36 

A 

29 

46 

29 

24.5" 

4552 

4451 

lobe   .   . 

48 

'4 

D 

18 

30 

35 

3«.50 

8849 

8910 

laba 

36 

36 

B 

29 

4'' 

29 

24.?" 

5531 

5376 

nary  .    . 

48 

If) 

A 

'9 

31 

35 

3'-  50 

6660 

6714 

ilia 

36 

36 

C 

29 

46 

29 

24.50 

f'273 

6080 

nols  .   . 

48 

If) 

B 

19 

3' 

35 

31.50 

7141 

7193 

it  u  Ji-  .    . 

36 

I> 

46 

29 

24.50 

7295 

7052 

nuse  .    . 

1  6 

C 

«9 

31 

35 

31.50 

8150 

8216 

in-ill 

42 

19 

A 

16 

28 

30 

28.00 

47i" 

478o 

nade  .   . 

48 

16 

D 

19 

3' 

3L50 

9062 

9"3 

Icar    .    . 

42 

12 

B 

H, 

28 

30 

28.00 

5092 

nion  .   . 

48 

IS 

A 

20 

34 

: 

3'  -50 

6870 

6824 

leben 

42 

12 

C 

I'. 

30 

38.00 

5681 

?7"> 

nelz   .   . 

4- 

18 

B 

20 

34 

35 

31.50 

-    -•• 

7320 

itlo     .    . 

4* 

12 

D 

II. 

28.00 

6l92 

nera  .   . 

48 

18 

C 

34 

35 

31.50 

8574 

-      . 

idous    . 

42 

'4 

A 

1- 

30 

32 

- 

4-T4 

4942 

onblus  . 

48 

IS 

D 

2O 

34 

35 

31-50 

9423 

9323 

Iftra 

42 

14 

B 

1- 

30 

32 

28.00 

5317 

oster  .   . 

-r 

20 

A 

21 

36 

35 

31.50 

7051 

f>955 

ilan     .    . 

42 

14 

C 

I- 

30 

32 

28.00 

5950 

ovla  .   . 

48 

20 

B 

21 

36 

35 

3L50 

7595 

7475 

iferos    . 

4  = 

M 

D 

18 

32 

28.00 

6793 

opiro  .    . 

48 

20 

C 

21 

36 

35 

31.50 

8840 

8699 

Ibus 

42 

[6 

A 

'9 

3i 

32 

2S.OO 

4981 

5049 

oten  .    . 

48 

2O 

D 

21 

36 

35 

31.50 

9702 

9520 

leant  .    . 

4-' 

16 

B 

'9 

3i 

2S.OO 

orgen    . 

I- 

24 

A 

23 

3» 

35 

3>.50 

7316 

- 

Idity  .    . 

42 

C 

'9 

Jl 

32 

6094 

6123 

oque  .   . 

48 

24 

B 

23 

38 

35 

3L50 

8133 

8003 

itivo  .    . 

I-' 

if. 

D 

t9 

JI 

32 

28.00 

6957 

6975 

olare  .    . 

48 

24 

C 

23 

38 

35 

31.50 

9288 

9H7 

ista 

42 

it 

A 

20 

34 

32 

28.00 

5144 

onnie    . 

48 

24 

D 

23 

38 

35 

31.50 

10159 

9977 

iilum 

42 

18 

B 

2c> 

34 

32 

2S.OO 

5560 

orios  .   . 

48 

30 

A 

26 

43 

35 

3L50 

7843 

7648 

il.uit 

4-' 

18 

C 

20 

34 

32 

28.00 

6596 

6515 

olios  .    . 

48 

30 

B 

26 

43 

35 

31-50 

8780 

8546 

Matte 

42 

i» 

]i 

20 

34 

32 

2S.OO 

7252 

7142 

orium    . 

48 

30 

C 

26 

43 

35 

31.50 

10137 

9857 

icolea    . 

42 

A 

21 

36 

32 

28.00 

5307 

5259 

occla  .    . 

48 

30 

D 

26 

43 

35 

3'  -50 

11146 

- 

iches. 

42 

20 

B 

21 

y< 

32 

2S.OO 

5785 

5689 

oltoe  .   . 

48 

3<> 

A 

29 

46 

35 

3»-50 

8245 

8048 

kern   .    . 

42 

2D 

C 

21 

36 

32 

ocol    .   . 

48 

36 

B 

29 

46 

35 

3L50 

9417 

9183 

kunger 

42 

20 

I) 

21 

36 

32 

28.00 

75oo 

7326 

onet  .   . 

48 

36 

C 

29 

46 

35 

31.50 

10418 

linos  .    . 

42 

24 

A 

23 

32 

28.00 

jSij 

5469 

obes  .   . 

48 

36 

U 

29 

46 

35 

3I-50 

11925 

11582 

linu    .    . 

42 

24 

B 

23 

3* 

32 

28.00 

6055 

5959 

ocet  .   . 

48 

42 

A 

32 

49 

35 

3L50 

8598 

8402 

lock 

42 

24 

C 

23 

3* 

28.00 

7168 

7032 

omen    . 

48 

42 

B 

32 

49 

35 

3L50 

9916 

9682 

lack       . 

4-' 

24 

D 

23 

3« 

32 

28.00 

7912 

7738 

ofer   .   . 

48 

42 

C 

32 

49 

35 

3L50 

"373 

11094 

lard    .   . 

42 

30 

A 

26 

43 

32 

-- 

575f> 

odls  .   . 

48 

42 

D 

32 

49 

35 

31.50 

12739 

12396 

lake   .    . 

«1 

30 

B 

26 

43 

32 

' 

6757 

f'573 

tigab.   . 

48 

.- 

A 

35 

52 

35 

31.50 

9138 

8941 

l.miu       . 

42 

30 

C 

26 

43 

32 

28.00 

7852 

7605 

toris  .   . 

48 

It 

B 

35 

52- 

35 

• 

10754 

10519 

lante  .   . 

42 

30 

D 

26 

43 

32 

28.00 

8764 

8461 

tras   .   . 

48 

48 

C 

35 

52 

35 

3«-5o 

12324 

12045 

lapel 

42 

A 

29 

46 

32 

.  -   • 

6279 

6i53 

trad  .   . 

48 

48 

D« 

35 

52 

35 

3L50 

1,,-uc                                             !  iand  bolted).  Sec  page  51.                                                                                                                       L  —  SJKJ 

All  weiichts  are  approximate. 

*  Made  in  Meel. 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

^jj^jjJ7    ^P8^          Standard  Special   Castings  for  Water        J>^^^p\  z 

^w  fyiy  "jwi)          Standard  Y   Branches,  Type   i                                 =ex/M 

~eT//                         TARTP     Nn       ^f^          Tnrlp    Wnrrl       Atnftt             \  V 

Code 

Terminal 

Nominal 
Diam.,  Inches 

Class 

s 

P 

V 

w 

n 

r 

Thickness,  Inches 

Approx. 
Weight 

Pounds 

e 

f 

t,    . 

t. 

t. 

aril 

12 

12 

D 

6.0 

21.50 

8.00 

9-79 

•r7 

30 

•75 

i.  08 

•75 

687 

abaris    . 

14 

14 

B 

6.0 

24.00 

9.0 

11.30 

.08 

3° 

.66 

•  99 

.66 

73» 

acity 

14 

14 

D 

6.0 

24.00 

9.0 

11.30 

•32 

30 

.82 

.22 

.82 

894 

beren 

16 

16 

B 

7.0 

27.50 

0.50 

13.00 

.12 

30 

•7° 

•03 

.70 

942 

bevel      . 

16 

16 

D 

7.0 

27.50 

0.50 

13.00 

•39 

3° 

.89 

•29 

.89 

1275 

bell 

iS 

iB 

B 

8.0 

30.00 

2.O 

14.70 

•'7 

3° 

•75 

.08 

•75 

1266 

belon 

iS 

iS 

D 

8.0 

30.00 

2.O 

14.70 

.46 

30 

.96 

.36 

.96 

1607 

bril 

20 

20 

B 

8.0 

34.00 

3-50 

16.40 

.26 

30 

.80 

.16 

.80 

1635 

bunt 

20 

20 

D 

B.o 

34.00 

3.50 

16.40 

•57 

30 

'•°3 

.46 

1.03 

2296 

deros 

24 

2O 

B 

2.OO 

34.00 

3-5° 

16.40 

.26 

30 

'.8g 

.16 

.80 

1663 

della 

24 

20 

D 

2.00 

34.00 

3-50 

16.40 

•57 

3° 

1.16 

.46 

1.03 

2393 

decort     . 

24 

24 

B 

8.00 

38.00 

5-25 

19.30 

•36 

30 

.80 

.26 

.89 

2300 

digli 

24 

24 

D 

8.00 

38.00 

5-25 

19.30 

•75 

3° 

1.16 

.63 

1.16 

2957 

etra 

30 

24 

A 

2.OO 

38.00 

5-25 

19.30 

.36 

3° 

.88 

.26 

.89 

2171 

etros 

30 

24 

B 

2.00 

38.00 

5-25 

19.30 

•  36 

30 

1.03 

.26 

.89 

2217 

enbin 

30 

24 

C 

2.OO 

38.00 

5-25 

19.30 

•75 

30 

1.20 

.63 

1.16 

2717 

engs 

30 

24 

D 

2.OO 

38.00 

5-25 

19.30 

•75 

30 

i-37 

.63 

1.16 

2811 

engra 

30 

3° 

A 

8.  CO 

48.00 

8.00 

23.70 

•32 

30 

.88 

.22 

.88 

3153 

eri  n 

30 

30 

B 

8.00 

48.00 

8.00 

23.70 

•59 

3° 

1.03 

•47 

1.03 

3687 

ernol 

30 

3° 

C 

8.00 

48.00 

8.00 

23.70 

.88 

30 

i.  20 

•74 

1.20 

4283 

ernu 

30 

30 

D 

8.00 

48.00 

8.00 

23.70 

•i? 

30 

1-37 

.01 

1.37 

4941 

igar 

36 

3° 

A 

o.oo 

48.00 

8.00 

23.70 

•32 

30 

•99 

.22 

.88 

3343 

icell 

36 

30 

B 

o.oo 

48.00 

8.00 

23.70 

•59 

3° 

I-I5 

•47 

1.03 

3»74 

icet 

30 

C 

o.oo 

48.00 

8.00 

23.70 

.88 

30 

1.36 

•74 

1.20 

4486 

illus 

36 

3° 

D 

o.oo 

48.00 

8.00 

23.70 

•17 

30 

i.5a 

.01 

1-37 

3189 

iculo 

36 

36 

A 

8.00 

56.00 

I.OO 

28.20 

•50 

24 

•99 

•39 

•99 

4949 

iaba 

36 

36 

B 

8.00 

56.00 

I.OO 

28.20 

•79 

24 

'•IS 

.66 

I-I5 

5»^ 

ilia 

36 

36 

C 

8.00 

56.00 

1  .00 

28.20 

24 

1.36 

.g8 

1.36 

6804 

itude 

36 

36 

D 

8.00 

56.00 

I.OO 

28.20 

.48 

24 

^.S8 

1.58 

8082 

lard 

42 

30 

A 

6.00 

48.00 

i  B.oo 

23.70 

•32 

30 

I.  10 

.22 

.88 

3368 

lake 

42 

B 

6.00 

48.00 

8.00 

23.70 

•  59 

30 

1.28 

•47 

1.03 

3890 

lamie 

C 

6.00 

48.00 

8.00 

23.70 

.88 

30 

1-54 

•74 

i  .20 

45+3 

lante 

42 

3° 

D 

6.00 

48.00 

8.00 

23.70 

•17 

3° 

1.78 

.01 

1-37 

5241 

lapel 

42 

36 

A 

o.oo 

56,00 

I.OO 

28.20 

.50 

24 

I  .  IO 

•39 

•  99 

4904 

laret 

42 

36 

B 

o.oo 

56.00 

I.OO 

28.20 

•79 

24 

1.28 

.66 

1.15 

57^9 

laron 

42 

36 

C 

o.oo 

56.00 

i  .00 

28.20 

•'3 

1.54 

.98 

1.36 

6761 

latest      . 

42 

36 

D 

0.00 

56,00 

I.OO 

28.20 

.48 

24 

i.7a 

i.=a 

8o2S 

leaba      . 

42 

42 

A 

8.00 

66.00 

5.00 

33-  10 

•72 

24 

I.  10 

.60 

I.  10 

7394 

learn 

42 

42 

B 

S.oo 

66.00 

5.00 

33-io 

•05 

24 

1.28 

.90 

1.28 

8417 

lien 

42 

42 

C 

B.oo 

66.00 

S.oo 

33-10 

.46 

24 

i-54 

.28 

'•54 

10377 

leat 

42 

42 

D 

iS.oo 

66.00 

5.00 

33-10 

•»5 

24 

!.78 

.64 

!.7S 

12072 

oltoe 

48 

36 

A 

2.00 

56.00 

i  .00 

28.20 

•50 

24 

1.26 

•39 

.99 

4727 

ocol 

*8 

36 

B 

2.OO 

56.00 

I.OO 

28.20 

•79 

24 

1.42 

.66 

1.  15 

S5&4 

onet 

& 

C 

2.00 

56.00 

I.OO 

28.20 

24 

1.71 

.98 

1.36 

6494 

obes 

48 

36 

D 

2.OO 

56.00 

I.OO 

28.20 

.48 

24 

i  .96 

•31 

1.58 

7731 

ocet 

48 

42 

A 

O.OO 

66.00 

5.00 

33-10 

•72 

24 

1.26 

.00 

I.  10 

7345 

omen 

48 

42 

B 

O.OO 

66.00 

5.00 

•05 

24 

1.42 

.90 

1.28 

&33& 

ofer 

4% 

42 

C 

0.00 

66.00 

5.00 

33-io 

.46 

24 

1.71 

.28 

i-54 

10249 

odls 

4* 

42 

D 

0.00 

66.00 

5.00 

33-10 

•&S 

24 

1.96 

.64 

1.78 

11924 

tigat 

4* 

48 

A 

8.00 

76.00 

8.00 

37.60 

•99 

24 

1.26 

.86 

1.26 

IO2OO 

toris 

48 

48- 

B 

8.00 

76.00 

8.00 

37.60 

•32 

24 

1.42 

•  15 

1.42 

12132 

tras 

48 

48 

C 

8.00 

76.00 

8.00 

37.60 

.78 

24 

1.71 

•57 

1.71 

14716 

trud 

4« 

4« 

D 

8.00 

76.00 

8.00 

37-oo 

3.20 

24 

1.96 

•95 

1.96 

16965 

L—  5292 

All  weights  are  approximate. 

INI  T  !•!  I>       S  T  A  T  i:  ^       r  A  S  T       IRON       I1  I  I'  K       AND       1-  o  r  X  I )  K  Y       CO  M  I'  A  N  Y 


Standard    Special    Castings   tor    Water 
'I     Branches,   Type   2 


TABLE   No.    i  -.        Code  Word,  Amuv 


Terminal 

N'-minal 

I>;;itn  .   h,. 

• 

P 

V 

w 

n 

r 

Thickness 
Inchett 

Anprnx. 
W.-iKlit 

I'tiuntls 

f 

t, 

It 

MM 
•tore 
•vel 

•KM 

•ril 

•tart* 

•city 
benin 
bevel 
bell 

be  Ion 
bril 
bunt 

Jem.* 
delU 

dlcort 
Jilt  II 
etr« 
etrot 
enxr* 

erin 
lK.r 
Icell 
kuk> 
lib* 

tart 
take 
tapel       . 
Uret 

le«h« 
le«m 
ottoe 
ocol 

ocet 

tins       :    : 

tori.* 

4 

8 
o 

1 

4 
4 
I 

• 
8 

ll 

JO 

to 
It 

'4 

'4 
24 
3" 

3» 
30 

3° 
3« 

1 

4> 
4J 
42 
4> 

41 

ti 

2! 

48 
48 
48 
48 

4 
6 
8 

0 

J 
( 

•4 
t 

6 

8 

It 

JO 
•0 

ao 

24 
'4 
M 
'4 

30 
3° 

JO 

3» 

I 

4» 
4< 

S 

4> 

ti 

48 

D 

l> 
n 
n 
1) 

B 
D 

B 
D 
B 

I) 
B 
I) 
B 
D 

B 
D 
A 
B 
A 

B 
A 
B 
A 
B 

A 
B 
A 
B 

A 
B 
A 
B 

A 
B 
A 

B 

1.50 
3-oo 

S-50 

6.00 
6.00 
t-SP 

rs° 

8.00 

>.oo 
8-75 
8-75 
8.75 
8.75 

9-75 
0-75 

J.OO 

7.00 
"•75 

a.  75 

9-75 
•75 
.00 

.00 

•75 
•75 

.00 

.00 

•'5 
•  »S 

i  .00 

.00 

w.as 

•*S 
16.50 
a6.5o 

16.00 
18.50 

34.00 
31.00 
34.00 

34.00 
37.00 
37.00 
. 
40.00 

42.00 

4J.OO 
49-50 
49-50 

Sa.so 

56.00 
60.00 

63.00 
66.00 
66.00 

71.00 
71.00 

74.00 
74.00 
77.00 
77.00 

7-18 

,?:g 

U-94 
16.54 

18.62 
18.62 
15.  Jo 
J5.JO 
aS.oo 

j8.oo 
30-75 
30-75 

6.64 
8.30 

0.12 
9.91 

0.76 

2.00 
J.SO 

a.  50 

a.iB 
3-'7 
3-85 
4-94 
4-54 

«.<• 

4-6" 
S.TO 
5.70 
6.00 

6.V. 

6 
6 
6 

6 
6 
6 

6 
6 
6 

6 

6 
6 

6 
6 
6 
6 
6 

6 
6 
6 

6 
6 
6 

6 

6 
6 

•5* 
•55 

.60 
.68 

•  75 

.8a 

•TO 

•«9 
•  75 

t 

':§ 

1.  16 

.89 

t.rt 

.n 

•a 

1.03 

•99 
1.  15 
•99 
'•IS 

.10 

.28 

.10 

.28 

.10 

.28 

.10 

•4> 

.»6 

•4" 

.26 
•4' 

•«4 
•  67 

:?3 

•93 
•  84 

.OO 
.03 

•*9 
.11 

•44 
.30 

X 

1.03 

,:a 

.89 

:H 

•a 

1.03 

•99 
i.  IS 

.88 
1.03 
•99 
1.15 

l.lo 
i.at 
•99 
1.15 

1  .  10 

1.28 
l.tt 
1.41 

103 
181 
•91 

434 
«3« 

630 

5 

Ilsi 

'737 
'725 
2109 
Jjo3 
3087 

2600 
3599 

3874 
35  '9 

4360 
4338 
44  >S 
495' 
6509 

5543 

6782 
6446 
7895 

759' 
9163 
7850 
9500 

qll6 
•0887 

J'l^lff 

"554 

Y  Branches.  Type  j,  for  heavier  pressure. 
All  weights  are  approximate. 


S  C  and  D  to  special  design,  but  with  same  laying  di 


UNI 

TED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

r 

N 

oi 

f 

Standard   Special  Castings  for  Water                             _j 

^^ 

1 

9 

« 

«  — 

j  V 
-  1+-  1  - 

Standard  Blow-off  Branches                             m        «, 

3 

i 

w 

U-J] 

TABLE  No.    18.      Code  Stem,  Anap                     ^^ 

7 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Class 

l 

P 

Thickness 
Inches 

Approx. 
Weight 
Pounds 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Class 

l 

P 

Thickness 
Inches 

Approx. 
Weight 

e 

f 

t, 

t. 

e 

f 

ti 

t. 

anha    . 

S 

4 

D 

12 

7 

.60 

.52 

227 

elazo   . 

36 

12 

A 

13 

23 

•99 

•  75 

1702 

afft      . 

IO 

4 

D 

12 

S 

.68 

.52 

286 

estro  . 

36 

12 

B 

13 

23 

I.I5 

•  75 

1972 

anion  . 

IO 

6 

D 

12 

8 

.68 

.55 

300 

esta     . 

36 

12 

C 

13 

23 

1.36 

.75 

2285 

aclie     . 

12 

4 

D 

12 

10 

•  75 

•  52 

365 

erate    . 

36 

12 

D 

13 

23 

1.58 

•  75 

2627 

am  us  . 

12 

6 

D 

12 

10 

.75 

•  55 

379 

ire  in     . 

42 

12 

A 

15 

26 

I.  IO 

•  75 

2432 

abunt  . 

14 

4 

B 

12 

ii 

.66 

•  52 

400 

icar 

42 

12 

B 

15 

26 

1.28 

•  75 

2728 

andum 

14 

4 

D 

12 

ir 

.82 

•  52 

471 

ieben  . 

42 

12 

C 

15 

26 

1-54 

•  75 

3271 

atur     . 

14 

6 

B 

12 

ii 

.66 

.55 

itio       . 

42 

12 

D 

15 

26 

1.78 

•  75 

3768 

avero  . 

14 

6 

D 

12 

ii 

.82 

•  55 

486 

ibus     . 

42 

16 

A 

15 

26 

t.IO 

•  7° 

2489 

arage  . 

16 

4 

B 

12 

12 

•  70 

•  52 

497 

icant    . 

42 

16 

B 

15 

26 

1.28 

.70 

2786 

agero  . 

16 

4 

D 

12 

12 

.89 

•  52 

597 

idity    . 

42 

16 

C 

15 

26 

1-54 

.89 

3365 

avate  . 

16 

6 

B 

12 

12 

.70 

.55 

513 

itivo     . 

42 

16 

D 

15 

26 

1.78 

.89 

3862 

acibus. 

16 

6 

D 

12 

12 

.89 

•  55 

613 

libe      . 

48 

12 

A 

17 

3° 

1.26 

•  75 

3274 

bero     . 

18 

4 

B 

12 

13 

.75 

•  52 

586 

lean 

48 

.  12 

B 

17 

3° 

1.42 

•  75 

3699 

bias     . 

18 

4 

D 

12 

13 

.96 

•  52 

704 

low 

48 

12 

C 

17 

3° 

1.71 

•75 

4417 

hiam    . 

18 

6 

B 

12 

13 

•  75 

.55 

603 

loto      . 

48 

12 

D 

17 

30 

i  .96 

•  75 

5107 

biolan  . 

18 

6 

D 

12 

13 

.96 

•  55 

720 

nary    . 

48 

16 

A 

17 

30 

1.26 

•  70 

3337 

belrod  . 

20 

4 

B 

12 

14 

.80 

•  52 

687 

nois     . 

48 

16 

B 

30 

1.42 

•  70 

3762 

benk    . 

20 

4 

D 

12 

M 

r  .03 

-52 

850 

nuse    . 

48 

16 

C 

17 

3° 

1.71 

.89 

4523 

beure  . 

2O 

6 

B 

12 

14 

.80 

•  55 

70S 

nade    . 

48 

16 

D 

17 

30 

1.96 

.89 

5214 

berd     . 

2O 

6 

D 

12 

14 

1.03 

•  55 

867 

same   . 

54 

12 

A 

19 

33 

1-35 

•  75 

4287 

back    . 

24 

6 

B 

12 

16 

.89 

•  55 

916 

sand    . 

54 

12 

B 

33 

1.55 

•  75 

4945 

biolus  . 

24 

6 

D 

12 

16 

1.16 

•  55 

"49 

sone    . 

54 

12 

C 

ig 

33 

1.90 

•  75 

bais 

24 

S 

B 

12 

16 

.89 

.60 

935 

sica 

54 

12 

D 

19 

33 

2.23 

•  75 

7002 

berto   . 

24 

8 

D 

12 

16 

1.  16 

.60 

1170 

small   . 

54 

16 

A 

19 

33 

1-35 

.70 

4355 

dage    . 

30 

8 

A 

13 

20 

.88 

.60 

1269 

solie    . 

54 

16 

B 

19 

33 

1-55 

.70 

5013 

dame  . 

30 

8 

B 

13 

20 

1.03 

.60 

1382 

skins  . 

54 

16 

C 

19 

33 

i  .90 

.89 

6096 

daria    . 

30 

8 

C 

13 

2O 

1.20 

.60 

1616 

sify      . 

54 

16 

D 

19 

33 

2.23 

•89 

7126 

dast     . 

30 

8 

D 

13 

20 

1-37 

.60 

1867 

ulode  . 

60 

12 

A 

21 

36 

1-39 

•  75 

5263 

deur    . 

3° 

12 

A 

13 

2O 

.88 

•75 

1315 

ufre 

60 

12 

B 

21 

36 

1.67 

•  75 

6159 

dra 

3° 

12 

B 

13 

20 

1.03 

-75 

1426 

ufon    . 

60 

12 

C 

21 

36 

2.OO 

•  75 

7418 

dalt 

30 

12 

C 

13 

2O 

1.20 

•75 

1658 

udrey  . 

60 

12 

D 

21 

36 

2.38 

•  75 

8798 

dade    . 

3° 

12 

D 

13 

20 

1-37 

.75 

1913 

udha   . 

60 

16 

A 

21 

36 

1-39 

.70 

5336 

erfen   . 

36 

8 

A 

13 

23 

•99 

.60 

1653 

ugruf  . 

60 

16 

B 

21 

36 

1.67 

•  70 

6233 

erish   . 

36 

8 

B 

13 

23 

1.  15 

.60 

1922 

ukel     . 

60 

16 

C 

21 

36 

2.OO 

.89 

7542 

eone     . 

36 

8 

C 

13 

23 

1.36 

.60 

2234 

ulette  . 

60 

16 

D 

21 

36 

2.38 

•89 

8927 

emaro  . 

36 

8 

D 

13 

23 

1.58 

.60 

2576 

All  weights  are  approximate.                                                                                                                                                                          L  —  iroo 

66 


U  X  I 

S  T  A  T  E  S 

CAST 

I  RO 

N 

P  I 

P  K 

A  X  D      F  O 

U  N 

D 

RY      COMPANY 

d£* 

5K&V 

*1 

L 

^r 

Standard  Special  Castings  for  Water 

O,Y  YV  V'.o\ 

_-—  • 

MB- 

• 

\s 

Standard    Blow-off  Branches 

with    Manhole             1*3^-7^ 

f-f  i- 

TABI.K   No.    19. 

Code  Stem,  Anef                  |                 | 

1 

*- 

H 

^ 

V          ^^ 

'  ..de  St.-m.  Anlt                          %                         /    sJ 

. 

Terminal 

Kan 

Inclu 

»    1 

i 

T 
P      n 

I  nclies 

i  / 
'xj: 

Terminal 

Komi 

Diiim. 
Indies 

M 

i 

p 

n 

Thickness 
Inches 

]  4 

e       1 

t,         t, 

If 

e 

t, 

t, 

<s 

dag* 

30 

8      A 

'T 

JO 

.88      .f., 

•6J8 

like 

48 

A 

3° 

JO 

.16 

•75 

339' 

dame    .      .      . 

30 

t        U 

17 

JO 

1758 

lean 

B 

30 

*4* 

•75 

3803 

di 

r,   , 

30 

1       C 

IT 

JO 

k 

IW 

C 

IT 

30 

•71 

•75 

dast 

9        1) 

IT 

JO 

•37       .00 

koto      .... 

D 

30 

JO 

•75 

5"'7 

d< 

ur 

i"     i 

i       A 

IT 

JO 

•88      .75 

• 

ary 

A 

JO 

.at 

•TO 

dra       .      .      . 

30     i 

i       B 

17 

JO 

•03      -75 

,8.,., 

nol»                  .      . 

B 

17 

JO 

jo 

•  4* 

•  TO 

$6 

dl 

it 

30     i 

i       C 

17 

JO 

•»o      .75 

J"57 

n 

use 

<6 

C 

1 

3° 

30 

•  7' 

.89 

4604 

di 

.:. 

30     i 

i      D 

•  7 

.f" 

•37      .75 

n 

ade 

16 

I) 

JO 

JO 

.96 

•89 

5J74 

erlen    . 

-        A 

17 

J.i 

•  99      -60 

• 

•me 

54 

A 

33 

33 

•35 

•  75 

4J90 

ei 

i~h 

36 

9       K 

i? 

'.i 

.15      .60 

• 

ind 

54 

B 

33 

33 

•  55 

•  75 

<•• 

ne 

.16 

•7 

.36      .60 

* 

line 

54 

C 

33 

33 

.90 

•75 

.•i 

naro  . 

3        1) 

17 

•J 

.58      .60 

•lea 

54 

D 

33 

33 

•n 

•  75 

1 

aso 

3« 

A 

17 

J3 

•99      -75 

si 

nan 

54 

A 

33 

33 

•35 

-70 

• 

I  r.. 

36 

B 

17 

•IS      -75 

'395 

• 

ilie 

54 

B 

*9 

33 

33 

-55 

•  To 

5100 

el 

[  , 

C 

17 

J3 

•36      -75 

'74' 

1 

kins 

54 

C 

33 

33 

•90 

•  89 

6154 

erate    . 

S» 

D 

i? 

J3 

•58      -7» 

»lfy      ... 

54 

D 

33 

33 

•  89 

TIST 

Ir 

in 

A 

17 

•io      .75 

u 

lode 

60 

A 

3« 

•  39 

•  75 

5357 

tear      .      .      . 
leben    . 

2 

K 

C 

17 
17 

*'•        ~ 

.J8      .75 
•54       -75 

3595 

ulrc        .... 
ufow     .... 

60 
60 

B 
C 

3f> 

3« 
j6 

.00 

•  75 
•75 

7461 

in-       .      .      . 

2 

n 

17 

Xi         7 

•78       .75 

4>09 

udrey  .... 

60 

D 

36 

•38 

•75 

8810 

Ik 

IIH 

1 

•>       A 

17 

16        7 

.10       .70 

1783 

u 

dha 

Io 

A 

J6 

•39 

•  To 

54  '9 

leant     .      .      . 
Idlty 

2 
2 

K 
$      C 

17 
17 

jf,        7 

.»*       .70 

•54       -So 

3090 

uirraf   .... 
ukel 

to 

16 

B 
C 

3« 

.67 

•  To 
•  8g 

. 

Mil.  .       . 

4* 

<>      D 

17 

J6         7 

•78       .89 

4JOJ 

ulettc  . 

60 

D 

3« 

36 

•38 

•  89 

L—  Una 

Standard  Manhole  Pipe 

^rtJS>.                                                                                        I    \BLE 

No.  20.     Code  Stem,  Anov 

B 

^•jaaj,^ 

Code       \ 

Ei 

} 

^  * 

Coda 

•      .  X 

:  =  i 

* 

r| 

** 

• 

hS 

asl 
1 

•• 

3z 

•• 

Terminal  .: 

1  = 

* 

n 

t 

•££ 

Ti 

rminnl  . 

**  \i 

' 

5 

n 

t 

'si 

ai 

/ 

^-=**~ 

\ 

ends 

jo 

A 

i 

.83 

•536 

ostet     . 

48 

A 

30 

.16 

3'94 

f 

ct 

\ 

eola 

JO 

B 

i 

.03 

1711 

ovlsi 

48 

B 

30 

•4* 

j6io 

I 

1 

eram 

30 

C 

i 

.20 

'973 

0 

plro 

48 

C 

JO 

•  71 

4191 



-  f     -  ^— 

..L 

etori 

JO 

D 

i 

•37 

JJ45 

1 

[en  . 

48 

D 

JO 

•  9* 

--.•+-»•- 

< 

\ 

1 

gramo* 
a,aioo 

A 
B 

4 

4 

-99 
•15 

'953 

ster  .    . 
stlen     . 

54 

54 

A 
B 

33 
33 

•35 
•55 

4006 

V 

y 

fnter 

3ft 
3ft 

C 
D 

N 

4 

i 

J«14 
JOI2 

sier  . 
slna 

54 

54 

D 

33 
33 

5578 
65JJ 

- 

w 

^V^ 

^ 

**7 

^ 

Icoka 
lch» 

4J 

4' 

A 

B 

7 

7 

.10 

'535 
J«69 

ulstl      . 

uda- 

60 
60 

A 
B 

36 

:i 

4750 
5606 

( 

kem 

4J 

C 

•  54 

3445 

U 

tor 

60 

C 

3* 

.00 

6710 

:idard  Manhole  Pipe 

kunfer 

i 

I) 

7 

•78 

397' 

urlst     . 

60 

D 

36 

7959 

Approximate  Weight  ,,f 

Cap,  joo  Pound- 

L  —  I  IO(J 

Cinle  Stem. 

Anil 

1= 

7  inc 

hes 

an  jo 

inchcH  to  48  inches 

;  19  inches  on  54  inches:  n  inches 

on  60  inches  diamviiT. 

All 

weights  are  approximate. 

UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Standard  Special  Castings  for  Water 

Standard  Reducers  and   Increasers,  Type  No.    i 

TABLE   No.   21 


Type  No.  i 


Code  Stems  over  Weight  Columns 

Weights 
Pounds 

Code  Stems 

Code 

Inches 

Inches 

A  pas 

Apet 

End 

End 

t, 

t. 

Bell 

Bell 

aras 

6 

4 

3.30 

14.70 

3 

•  55 

•  52 

99 

88 

anha     .      . 

8 

4 

5.30 

12.70 

4 

.60 

•  52 

'SI 

108 

atico    . 

8 

6 

3-9° 

14.10 

4 

.60 

•  55 

149 

138 

afft 

10 

4 

7.10 

10.90 

5 

.68 

.52 

164 

132 

anion    . 

10 

6 

6.00 

12.00 

5 

.68 

•  55 

181 

1  60 

anis 

10 

8 

4.40 

13.60 

5 

.68 

.60 

205 

195 

amus    . 

12 

6 

7.90 

10.  IO 

6 

•  75 

.55 

225 

191 

atuni    . 

12 

8 

6.60 

11.40 

6 

•  75 

.60 

246 

224 

acho     . 

12 

10 

4.80 

13.20 

6 

•  75 

.68 

271 

260 

Class  D.    6x 4  inches  to  12 x  10  inches.  On  all  sizes  11  —  2  inches. 

On  all  sizes  1=30  inches  and  s=io  inches. 

Standard   Reducers  and  Increasers,  Type  No.   2 


I—s 


6x4  inches  to  60  x  54  inches 

TABLE   No.   22 


Code  Stems  over  Weight  Columns 

Weights,  Pounds 

Code  Stems 

Nominal  Diameter 

Code 

Inches 

Inches 

Apob 

A  sat 

Aslb 

Terminal 

V 

Class 

e 

f 

t, 

t. 

Spigot 
Ends 

Large 
End  Bell 

Small 
End  Hell 

aras       .... 

6 

4 

18 

•  55 

•  52 

D 

82 

104 

97 

anha     .... 

8 

4 

18 

.60 

•  52 

D 

104 

132 

119 

atico      .... 

8 

6 

18 

.60 

•  55 

D 

121 

150 

143 

afft        .... 

10 

4 

18 

.68 

•  52 

D 

'3' 

162 

146 

zillion     .... 

10 

6 

18 

.68 

•  55 

D 

150 

i  So 

169 

anis       .... 

IO 

8 

18 

.68 

.60 

D 

170 

.      201 

198 

aclie      .... 

12 

4 

18 

.75 

•  52 

D 

163 

2OI 

179 

amus    .            .  • 

12 

6 

18 

•  75 

•  55 

D 

181 

218 

202 

at  u  m      .... 

12 

8 

IS 

•  75 

.60 

D 

202 

240 

231 

acho      .... 

12 

10 

18 

.75 

.68 

D 

229 

267 

26l 

atur       .... 

14 

6 

20 

.66 

•  55 

B 

194 

249 

216 

avero     .... 

14 

6 

2O 

.82 

•  55 

D 

234 

288 

256 

arizo     .... 

14 

8 

20 

.66 

.60 

B 

220 

275 

248 

averl     .... 

14 

8 

20 

.82 

.60 

D 

26o 

314 

288 

All  weights  are  approximate.            On  all  sizes  s=8  inches.                                                                                                                 L  —  1102 

68 


NITBD      STATES      CAST      IRON      I'  I  1'  K      A  N7  I)      FOUNDRY      COMPANY 

Standard  Special   Castings  tor  Water 

'uiard    Reducers  and   Increasers,   Typo   No.   2 

TABLE  No.   22  —  Continued 

•  •ight  (.'"lupins 

Weights,  Pound* 

Code  Sterna 

Xominul  Hi. 

Thick 

In. 

Im-hrs 

I  la^s 

Apob 

AMI 

A»lb 

MI  nut 

V 

e 

f 

ti 

tt 

Spiral 
Bndl 

l-atxr 
Knd  Bell 

Small 
Kml  Ifc-ll 

arate     .... 

M 

lii 

2O 

M 

.68 

B 

250 

305 

279 

atorem 

M 

10 

20 

.82 

.68 

D 

290 

344 

320 

anos      .... 

14 

12 

2O 

.66 

.75 

B 

284 

339 

321 

akor      .... 

U 

12 

20 

.82 

•  75 

D 

324 

378 

avate     .... 

16 

•  70 

•  55 

B 

226 

300 

248 

acibus  .... 

16 

6 

2O 

.89 

•  55 

D 

278 

355 

300 

alite                    .       . 

16 

S 

20 

•  70 

.60 

B 

252 

326 

280 

atlma                        . 

rt 

8 

20 

.89 

.60 

D 

304 

381 

332 

andos    .... 

U, 

10 

20 

•  70 

.68 

B 

282 

356 

312 

barla            ... 

16 

10 

20 

.89 

.68 

D 

334 

410 

364 

barot     .... 

K. 

12 

•  75 

B 

3«7 

391 

353 

basan    .... 

16 

12 

2O 

.89 

•  75 

D 

368 

445 

405 

basse    .... 

16 

14 

2O 

•  70 

.66 

B 

3'5 

389 

370 

bara      .... 

l« 

14 

20 

.89 

.82 

1) 

407 

484 

461 

blate 

18 

8 

20 

.7! 

.60 

B 

287 

374 

315 

biune     .... 

18 

8 

2O 

.96 

.60 

D 

345 

438 

373 

banea    .... 

18 

IO 

Ki 

•  75 

.68 

B 

3«7 

404 

347 

bolla            ... 

i- 

10 

20 

.96 

.68 

D 

375 

468 

405 

brona           ... 

18 

12 

2O 

•  75 

•75 

B 

352 

438 

388 

beKl              .       . 

18 

12 

20 

96 

•  75 

D 

410 

502 

446 

belau 

18 

14 

20 

•  75 

.66 

B 

350 

437 

406 

belas     .... 

It 

14 

20 

.96 

.82 

D 

448 

541 

502 

belue     .... 

18 

16 

20 

•  75 

.70 

B 

383 

469 

457 

balk       ... 

18 

16 

20 

.96 

•?9 

D 

492 

585 

569 

binal 

20 

10 

2f> 

.68 

B 

4>4 

516 

445 

bin)        .       . 

20 

10 

26 

1.03 

.68 

I) 

499 

615 

529 

bio         ...      . 

20 

12 

26 

.80 

- 

B 

455 

556 

491 

biros                  1 

20 

12 

26 

1.03 

•  75 

D 

539 

656 

576 

brlto      .... 

20 

14 

26 

.80 

.66 

B 

453 

554 

508 

brom     .... 

«4 

26 

1.03 

.82 

D 

583 

700 

638 

buron 

20 

16 

26  • 

.80 

.70 

B 

490 

592 

564 

borol     .... 

20 

16 

26 

1.03 

-89 

D 

635 

751 

711 

bucu      .... 

2O 

18 

2f> 

.80 

•  75 

B 

S3' 

633 

617 

bonne         ... 

20 

18 

26 

1.03 

.06 

D 

683 

- 

776 

cape      .... 

24 

14 

26 

.89 

.66 

B 

552 

680 

607 

cltt        .... 

24 

•4 

26 

1.16 

.82 

D 

710 

866 

764 

clre       .... 

24 

16 

26 

.89 

•  70 

B 

589 

717 

«>3 

dea        .      . 

24 

16 

26 

1.16 

.89 

D 

762 

9'7 

838 

del 

24 

18 

.89 

•  75 

B 

630 

758 

7«7 

deral 

24 

IB 

26 

1.16 

.96 

D 

810 

965 

901 

deros 

24 

20 

26 

.89 

.80 

B 

675 

803 

776 

della      .... 

24 

2O 

26 

I.I6 

1.03 

D 

871- 

1027 

987 

derlnjt  .... 

30 

18 

26 

.88 

•  75 

A 

710 

903 

796 

dellos    .... 

30 

18 

26 

1.03 

•  75 

B 

791 

969 

878 

ebam     .... 

30 

18 

26 

1.20 

.96 

C 

956 

ii'.'. 

1048 

entlb     .... 

30 

18 

26 

'-37 

.96 

D 

1054 

1305 

1146 

entis     .      .      .. 

30 

30 

26 

.8? 

.80 

A 

754 

947 

All  wt-ights  art-  approximate.           On  all  Mr.es  s=8  inches.           See  cut  on  preceding  paiec.                                                 I.  —  ttoj 

UNITED      STATE 

S 

CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special  Castings  for  Water 

Sfa 

indard   Reducers  and  Increasers,  Type  No.   2 

>  

I 

ct 

r                                                           V                                                           \ 

l^~                                                                        V                                                                         9 

%  * 

-•-C; 

Long  Increaser.    48  to  30  inches  x  132  inches  v 

TABLE  No.   22  —  Continued 

Code  Stems  over  Weight  Columns 

Weights,  Pounds 

Nominal  Diameter 
Inches 

Code  Stems 

Thickness 

Code 

Inches 

Apob 

A  sat 

Asib 

Terminal 

V 

Class 

Spigot 

Large 

Small 

e 

f 

t, 

t, 

Ends 

End  Bell 

End  Bell 

eola       .... 

30 

2O 

26 

1.03 

.So 

B 

836 

1014 

937 

eren       .... 

30 

20 

26 

1.  2O 

1.03 

C 

1018 

1227 

"34 

etorl      .... 

30 

20 

26 

1-37 

i  .03 

D 

1115 

1366 

1232 

engra    .... 

3° 

20 

66 

.88 

.80 

A 

1468 

1661 

1569 

erin       .... 

30 

20 

66 

1.03 

.80 

B 

1626 

1804 

1728 

ernol     .... 

30 

20 

66 

1.20 

i  .03 

C 

1981 

2190 

2098 

ernu      .... 

30 

20 

66 

1-37 

1.03 

D 

2172 

2423 

2289 

etra       .... 

30 

24 

26 

.88 

.89 

A 

854 

1047 

981 

etros     .... 

3° 

24 

26 

1.03 

.89 

B 

935 

1113 

1063 

enbin    .... 

30 

24 

26 

1.20 

1.16 

C 

"44 

1354 

1300 

enge     .... 

30 

24 

26 

1-37 

1.16 

D 

1242 

1493 

1398 

ezia       .... 

30 

24 

66 

.88 

.89 

A 

1661 

1921 

1869 

eolum    .... 

30 

24 

66 

1.03 

.89 

B 

1820 

1998 

1946 

emie      .      .      .      . 

30 

24 

66 

1.  20 

1.16 

C 

2228 

2438 

2384 

etten     .... 

30 

24 

66 

1-37 

1.16 

D 

2419 

2670 

2575 

erolla    .... 

36 

20 

32 

•99 

.80 

A 

1039 

1286 

1141 

eriate    .... 

36 

20 

32 

1.  15 

.80 

B 

1170 

1450 

1272 

erarla    .... 

36 

20 

32 

1.36 

1.03 

C 

1417 

1739 

1534 

eseos    .... 

36 

2O 

32 

1.58 

1.03 

D 

1589 

1951 

1705 

enta      .... 

36 

2O 

66 

•99 

.80 

A 

1771 

201  S 

1872 

eble       .... 

36 

2O 

66 

1.  15 

.80 

B 

1994 

2274 

2095 

eaba      .... 

36 

20 

66 

i  .36 

1.03 

C 

2416 

2738 

2533 

emie      .... 

36 

20 

66 

1.58 

1.03 

D 

2710 

3072 

2827 

eces 

36 

24 

32 

•99 

.89 

A 

"53 

1339 

1280 

emur     .... 

36 

24 

32 

1.15 

.89 

B 

1283 

1564 

1411 

erno      .... 

36 

24 

32 

1.36 

1.  16 

C 

•1562 

1884 

1718 

ebat            : 

36 

24 

32 

1.58 

1.16 

D 

1734 

2096 

1890 

eve        .... 

36 

24 

66 

•99 

.89 

A 

1964 

22" 

2091 

enui      .      . 

36 

24 

66 

I.I5 

.89 

B 

2188 

2468 

2314 

eria       .... 

36 

24 

66 

1.36 

1.16 

C 

2664 

2985 

2820 

erey      .... 

36 

24 

66 

1.58 

1.16 

D 

2957 

3319 

3"3 

eret      .      . 

36 

30 

32 

•99 

.88 

A 

1243 

1490 

1436 

eras      .... 

36 

3° 

32 

I-I5 

1.03 

B 

1467 

1747 

1645 

eunt      .... 

36 

30 

32 

1.36 

1.20 

C 

1730 

2051 

1939 

etc         .... 

36 

30 

32 

1.58 

1-37 

D 

2013 

2375 

2264 

All  weights  are  approximate. 

On  all  sizes  s=8  inches.    See  cuts  on  pages  68  and  73.                                                L  —  noj 

•      S  T  A  T  K  S      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special   Castings  for  Water 

Standard   Reducers  and   Increasers,  Type  No.   2 

TABLE  No.  22  —  Continued 

•us  Mvcr  Weight  ('..hiiiin-. 

Wright*.  1'oundK 

Code  Stem* 

Nominal  Dianu-tcr 

Thicl* 

In*  : 

lnchi-> 

Apob 

AMI 

A.lh 

mat 

V 

e 

f 

t, 

t, 

Spigot 

Bod* 

Ijtrgi' 
Knc!  »<•!! 

Small 
Kn<l  li.-ll 

ease      .... 

36 

30 

66 

•99 

.89 

A 

2119 

2366 

2312 

ea          .... 

36 

30 

66 

."5 

B 

2502 

2783 

2680 

ero        .... 

36 

30 

66 

.36 

I  .20 

C 

2950 

3271 

3  "59 

ere        .... 

30 

66 

-58 

".37 

D 

3434 

3706 

3684 

exre      .... 

42 

20 

32 

.  in 

.80 

A 

1262 

1602 

1364 

emen           ... 

42 

20 

33 

,sfl 

.80 

B 

"413 

1768 

IS«! 

esen      .... 

42 

20 

32 

$4 

1.03 

C 

«753 

2168 

i  -• 

enno     .... 

42 

20 

32 

.78 

1.03 

D 

1975 

2445 

2092 

eppe 

42 

20 

66 

.10 

.80 

A 

2152 

2491 

2254 

eker       .... 

42 

20 

66 

.28 

.80 

B 

2410 

2764 

2511 

erle              ... 

42 

20 

5-1 

1.03 

C 

20.89 

34<>5 

3106 

erst       .... 

42 

2o 

66 

78 

1.03 

1) 

3369 

•- 

3486 

erve      .... 

42 

24 

32 

.  10 

.89 

A 

«37<> 

I7'5 

1504 

era         ... 

42 

24 

33 

.28 

•  89 

B 

1527 

i--  1 

Ki«4 

evas 

42 

24 

32 

-54 

I.It 

C 

1898 

2313 

2053 

evez      .... 

42 

24 

32 

-78 

1.16 

I) 

2120 

2590 

2270 

evl        ... 

42 

24 

66 

i" 

- 

A 

2346 

2685 

2472 

evon 

42 

24 

66 

.28 

.89 

B 

2603 

2958 

2730 

evet      .... 

42 

24 

66 

•  54 

1.  16 

C 

3237 

3652 

3392 

evlo       .... 

43 

24 

66 

-78 

I.I6 

D 

3616 

4086 

37/2 

Infer      . 

42 

30 

32 

.  10 

.88 

A 

1467 

1806 

1660 

tear       .... 

42 

30 

3» 

.28 

1.03 

B 

1711 

20(15 

- 

Igadu     .... 

42 

30 

32 

•  54 

i.  20 

C 

2065 

2480 

2275 

(gam      .... 

42 

30 

32 

-78 

1-37 

L> 

2399 

2869 

2650 

igand     .... 

42 

30 

.10 

.88 

A 

4500 

2839' 

2693 

Ijtar 

42 

30 

66 

.28 

1.03 

B 

2917 

3271 

3«95 

Icall       ... 

42 

30 

66 

•  54 

1.20 

C 

3523 

393S 

3732 

Icet        .      .      . 

42 

30 

66 

•  78 

<-37 

L> 

4"93 

45'>3 

4344 

illus       .       .      . 

42 

36 

32 

.10 

•99 

A 

1645 

1984 

1891 

Iculo      .... 

42 

36 

32 

.38 

1.15 

B 

1926 

2281 

2207 

i.il'.i          .... 

42 

36 

32 

•  54 

1.36 

C 

2320 

2735 

2(142 

Itude 

42 

36 

32 

-78 

1.58 

D 

2714 

3iS4 

3076 

ire  in       .       . 

42 

36 

.10 

•99 

A 

2803 

3«43 

3050 

Icar       .... 

42 

36 

66 

.23 

1.  15 

B 

3285 

3639 

35'>5 

leben     .... 

42 

36 

66 

•  54 

1.36 

C 

4373 

4279 

ilio         .... 

42 

36 

66 

-78 

1.58 

D 

4&3  < 

5101 

4993 

idons     .... 

48 

30 

.26 

.88 

A 

2975 

1181 

3168 

Igra       .      .       .      . 

48  . 

30 

66 

42 

1.03 

B 

3428 

3883 

3606 

Ham      .... 

48 

30 

66 

•  7« 

i  .20 

C 

4092 

4(141 

4801 

Iferos    . 

48 

30 

66 

.06 

'-37 

I) 

4762 

5388 

5013 

Ibus       .       .       . 

48 

30 

132 

.26 

.88 

A 

«3&3 

57<>9 

leant      .... 

48 

30 

132 

•  42 

1.03 

B 

6180 

(>635 

6359 

Idlly      .... 

48 

30 

132 

-71 

1.20 

C 

7379 

7588 

Itlvo      .... 

48 

30 

132 

.96 

1-37 

I) 

- 

9214 

8839 

i  -  i  ..        ... 

48 

36 

66 

.26 

•99 

A 

3278 

3684 

3525 

iUiiin       .... 

48 

36 

66 

42 

1.  11 

B 

379<> 

4252 

4077 

Itant 

48 

36 

•  66 

.71 

1.36 

C 

4527 

507(1 

4849 

All  wright*  arc  approximate.           On  all  «iie»  »=l  inches.           SIT  cuts  fin  page*  60,  70  and  jj.                                 I,    n,.j 

UNITED      STATES      CAST      IRON       PIPE      AND      FOUNDRY      COMPANY 

Standard  Special  Castings  for  Water 

Standard  Reducers  and  Increasers,  Type  No.   2 

TABLE  No.   22  —  Continued 

Code  Stems  over  Weight  Columns 

\\Vi>ihts,  Pounds 

Code  Stems 

Nominal  Diameter 

Thickness 

Code 

Inches 

Inches 

Apob 

A  sat 

Asib 

Terminal 

V 

Class 

e 

f 

t, 

ti 

Spigot 
Ends 

Large 
End  Bell 

Small 
End  Bell 

ilage      .... 

48 

36 

66 

1.96 

1.58 

D 

5300 

5925 

5662 

icolea    .... 

48 

36 

132 

1.26 

•99 

A 

5909 

6316 

6156 

Mies     .... 

48 

36 

132 

1.42 

•  15 

B 

6844 

7299 

7125 

ixit        .... 

48 

36 

132 

1.71 

•  36 

C 

8164 

8713 

8485 

ivlt        .... 

48 

36 

132 

1.96 

•  58 

D 

9558 

10184 

9920 

Iras        .... 

48 

42 

66 

1  .26 

.10 

A 

3659 

4066 

3998 

ipse       .... 

48 

42 

66 

1.42 

.28 

B 

4212 

4667 

4564 

ivos       .... 

43 

42 

66 

1.71 

•  54 

C 

5100 

5649 

5516 

iven       .... 

48 

42 

66 

1.96 

.78 

D 

5959 

6585 

6429 

ives       .... 

48 

42 

132 

r.26 

.10 

A 

6597 

7003 

6936 

ites       .... 

48 

42 

132 

1.42 

.28 

B 

7594 

8049 

7948 

isti        .... 

48 

42 

132 

I.7I 

1-54 

C 

9197 

9746 

9612 

ions       .      . 

48 

42 

132 

1.96 

1.78 

D 

10747 

"373 

11217 

lines      .... 

54 

36 

66 

1-35 

•99 

A 

3722 

4228 

3969 

ions       .... 

54 

36 

66 

1-55 

1.15 

B 

4330 

4925 

4610 

ione       .... 

54 

36 

66 

1.90 

1  .36 

C 

5259 

5953 

5580 

inna      .... 

54 

36 

66 

2.23 

1.58 

D 

6181 

6995 

f>543 

iiioni       .... 

54 

36 

132 

1-35 

•99 

A 

6710 

7216 

6957 

iniiis 

54 

36 

132 

i.«5 

1.  15 

B 

7806 

8401 

8087 

iez         .... 

54 

36 

132 

1.90 

1  .36 

C 

9484 

.   10178 

9805 

idao       .... 

54 

36 

132 

2.23 

•  58 

D 

11148 

11962 

11510 

ical        .... 

54 

42 

66 

1-35 

.10 

A 

4103 

4609 

4442 

ian         .... 

54 

42 

66 

1.55 

.28 

B 

4745 

5340 

5100 

lack       .... 

54 

42 

66 

1.90 

•  54 

C 

5832 

6526 

6247 

lard       ,.-'„' 

54 

42 

66 

2.23 

•  78 

D 

6841 

7655 

7310 

lake       .... 

54 

42 

132 

1.35 

.10 

A 

7398 

7903 

7737 

lamie     .... 

54 

42 

132 

1.55 

.28 

B 

8556 

9151 

8910 

lante     .... 

54 

42 

132 

i  .90 

•  54 

C 

10517 

II2II 

10932 

lapel      

54 

42 

132 

2.23 

•  78 

D 

12338 

I3I52 

12807 

laret      .      ^     .       . 

54 

43 

66 

1-35 

.26 

A 

4578 

5083 

4984 

laron     .... 

54 

48 

66 

'.55 

.42 

B 

5256 

5851 

57" 

lalesi     .       .     •.       . 

54 

48 

66 

1.90 

•  7i 

C 

6401 

7095 

6950 

leaba     .... 

54 

48 

66 

2.23 

.96 

D 

7512 

8326 

8137 

learn     .... 

54 

48 

132 

•  35 

.26 

A 

8253 

8759 

8660 

lieu        .... 

54 

48 

132 

•  55 

.42 

B 

9478 

10073 

9933 

leat        .... 

54 

48 

132 

.go 

1.71 

C 

II544 

12239 

12093 

like        .... 

54 

48 

132 

•  23 

1.96 

D 

13550 

14364 

I4I75 

lean       .... 

60 

36 

66 

•39 

•99 

A 

4096 

47" 

4342 

low        .... 

60 

36 

66 

.67 

1.15 

B 

4906 

5576 

5186 

loto       .... 

60 

36 

66 

2.0O 

1.36 

C 

5867 

6692 

6189 

leve       .... 

60 

36 

66 

2.38 

1.58 

D 

6960 

7934 

7322 

lest       .... 

60 

36 

132 

1-39 

•  99 

A 

7384 

7999 

7631 

lita        .... 

60 

36 

132 

1.67 

1.  15 

B 

8846 

9516 

9126 

lobe       .... 

60 

36 

132 

2.00 

1.36 

C 

10581 

11405 

10902 

nary      .... 

60 

36 

132 

2.38 

1.58 

D 

12554 

13527 

12916 

nois       .... 

60 

42 

66 

1-39 

I.  10 

A 

4477 

5092 

4816 

nuse      .... 

60 

42 

66 

1.67 

B.28 

B 

5321 

5991 

5676 

All  weights  are  approximate.            On  all  sizes  s  =  S  inches.            See  cuts  on  pages  68,  70  and  73.                                     L—  1102 

72 


\ITKIi      S  T  A                        AST       I  R  o  X       !'  1  1'   •:       A 

XI)       V  (  )  1'  X  1)  R  Y      Co  M  !>  A  X  Y 

Standard  Special   Castings  for  Water 

Standard    Rei 

.ucers  and   Increaser 

%1 

>> 

I'vpe   No.   2 

Sh 

\/ 

<;  ' 

9 



>rt  Increaser.  4«  to  30x66  Inc 

"*"X 

ties 

TABLE   No.   22  —  Continued 

'.-  Steins  over  WfiKht   I'olumns 

Weights.  1'oumls 

Thickni-ss 
Im-hi-s 

Code  Sterns 

Code 

In 

Apob 

AMI 

A  fib 

Terminal 

V 

Class 

t. 

Spigot 

IMTXV 

Small 

e 

f 

t, 

l-.n.ls 

Km!   H.-ll 

Km!  H.-ll 

nade 

to 

42 

66 

2.OO 

.54 

C 

6440 

7264 

6855 

ii  it  in 

to 

42 

2.38 

D 

7619 

-       • 

8089 

neiz       ... 

to 

42 

132 

1.39 

.  IO 

A 

8072 

8687 

8411 

nera      .... 

to 

42 

132 

.28 

B 

10265 

9950 

onbius 

to 

42 

132 

2.00 

•  54 

C 

11614 

12030 

ostet 

60 

42 

IJi 

D 

'374;; 

14716 

14213 

ovla             ... 

to 

48 

66 

I   39 

.26 

A 

4957 

5572 

5363 

oplro     .... 

to 

48 

66 

1.67 

•  42 

B 

5832 

6502 

6287 

oten 

to 

48 

66 

2.00 

•  7 

I 

C 

7006 

7830 

7555 

orgen 

te 

48 

66 

2.38 

D 

9259 

8910 

ORUC 

to 

48 

132 

1-39 

.26 

A 

8938 

9552 

•1344 

ola  re 

to 

48 

132 

1.67 

42 

B 

10517 

11187 

10972 

onnle 

to 

48 

132 

2.OO 

•  7 

I 

C 

12634 

13458 

Ill-Ills                        ... 

to 

48 

132 

2.38 

.96 

D 

14943 

'59'7 

- 

olios     ... 

to 

54 

66 

1-39 

-35 

A 

54°4 

6019 

uriuni           ... 

to 

54 

(.6 

1.67 

•55 

B 

6348 

7018 

6961 

occla            ... 

to 

54 

66 

2.00 

.90 

C 

8574 

8444 

oltoe            ... 

to 

54 

66 

2.38 

23 

D 

9178 

10152 

'(<^)2 

ocol 

to 

54 

132 

'•39 

•  35 

A 

9745 

10360 

IO951 

onet 

to 

54 

1.67 

•  55 

B 

11462 

12132 

12075 

obes      .... 

to 

54 

'32 

2.00 

.90 

C 

'3979 

14803 

14673 

ocet 

to 

54 

132 

2.38 

2.23 

I) 

16557 

1753° 

1737' 

All  weights  are  approximate.            On  nil  sizes  s.  9  inches.            See  cut* 

on  pages  WJ  and  70.                                         I,  —  noa 

73 


UNITED      STATES      CAST      IRON 

PIPE      AND      FOUNDRY      COMPANY 

Standard  Special  Castings  for  Water 

Standard  Sleeves 

— 

n^ 

c 

a 

For  dimensions  a  and  b  see  Table  Xo.  i 

TABLE  No.   23. 

Code  Word,  Asoc 

Code 

Terminal 

Nom'l 
Diam. 
Inches 

Class 

D 

L 

T 

°s 

Pounds 

1 

Code 
Terminal 

Nom'l 
Diam. 
Inches 

Class 

D 

L 

T 

i  it  5 

til 

ame   .    .    . 

4 

D 

5.80 

IO 

.65 

47 

icell    . 

36 

B 

39-40 

15 

1.40 

943 

and!   .   .   . 

4 

D 

5.80 

15 

.65 

61 

icet    .   .   . 

36 

C 

39.80 

15 

I  .60 

1077 

atore     .    . 

6 

D 

7.90 

10 

•70 

68 

illus  .    .   . 

36 

D 

40.20 

15 

I.  So 

1217 

acet    .    .    . 

6 

D 

7.90 

15 

.70 

87 

iculo  .    .    . 

36 

A 

39-00 

24 

1.25 

1202 

avel    .    .    . 

8 

D 

IO.IO 

12 

•  75 

104 

iaba    .    .    . 

36 

B 

39-40 

24 

i  .40 

1362 

ani  .... 

8 

D 

10.  10 

15 

•  75 

119 

ilia.   .    . 

36 

C 

39-8o 

24 

i.  60 

1563 

area   .    .    . 

10 

D 

12.20 

12 

.So 

123 

itude.    .    . 

36 

D 

40.20 

24 

i.  So 

1772 

agus      .    . 

10 

D 

12.20 

18 

.80 

176 

lapel  .    .    . 

42 

A 

45-30 

15 

1.40 

1097 

arie    .   .   . 

12 

D 

>4-30 

14 

.85 

174 

laret  .   . 

42 

B 

45.6o 

15 

1.50 

1184 

asis    .    .    . 

12 

D 

14.30 

18 

.85 

223 

laroi  .   .   . 

42 

C 

46.20 

15 

1-75 

1381 

anos  .    .    . 

U 

B 

16.20 

15 

.85 

220 

latesi 

42 

D 

46.70 

15 

i-95 

I56l 

abor  .   .   . 

14 

B 

1  6.  20 

IS 

.85 

249 

leaba.   .   . 

42 

A 

45.30 

24 

1.40 

1577 

abaris    .    . 

14 

D 

16.50 

15 

.90 

24O 

learn  .    .    . 

42 

B 

45-6o 

24 

1-50 

I7O2 

acity  .    .    . 

14 

D 

16.50 

iS 

.90 

280 

lien    .    .    . 

42 

C 

46.20 

24 

1-75 

'997 

basse    .    . 

16 

B 

18.50 

15 

.90 

274 

leat    .    .    . 

42 

D 

46.70 

24 

1.95 

2262 

bara  .    .    . 

16 

B 

18.50 

24 

.90 

391 

ocet   .   .   . 

48 

A 

51  60 

15 

1.50 

1337 

beran     .    . 

16 

D 

18.90 

15 

1.  00 

305 

omen     .    . 

48 

B 

51.90 

15 

1-65 

1481 

berel.    .    . 

16 

D 

18.90 

24 

I.OO 

443 

ofer   .    .   . 

48 

C 

52.50 

15 

1-95 

1752 

beige.    .    . 

18 

B 

20.60 

15 

•95 

321 

odis   .   .   . 

48 

D 

53-10 

15 

2.20 

1986 

balk   .    .    . 

18 

B 

20.60 

24 

•95 

462 

tigab.    .   . 

48 

A 

51.60 

24 

1.50 

1922 

bell    .    .   . 

18 

D 

2t  .00 

15 

1.05 

360 

toris  .    .    . 

48 

B 

51.90 

24 

1.65 

2129 

belon     .    . 

IS 

D 

2I.OO 

24 

1.05 

518 

tras    .    .    . 

48 

C 

52.50 

24 

1-95 

2532 

bucu  .   .   . 

20 

B 

22.70 

15 

i  .00 

374 

trud  .    .    . 

48 

D 

53-10 

24 

2.  2O 

2879 

bonne    .    . 

20 

B 

22.  70 

24 

i  .00 

532 

same     .    . 

54 

A 

57.70 

15 

I.  60 

1612 

bril     .    .    . 

20 

D 

23.  10 

15 

1.15 

440 

sand  .    .    . 

54 

B 

58.20 

15 

I.  So 

1835 

bunt  .   .    . 

20 

D 

23.  10 

24 

1.15 

625 

sone  .    .   . 

54 

C 

58.90 

15 

2.15 

2156 

deros     .    . 

24 

B 

26.90 

15 

1.05 

477 

sica    .    .    . 

54 

D 

59-50 

15 

2-45 

2450 

detta     .    . 

24 

B 

26.90 

24 

1.05 

680 

sman     .    . 

54 

A 

57-70 

24 

i.  60 

2316 

dicort    .    . 

24 

D 

27.40 

15 

1.25 

583 

solie  .    .    . 

54 

B 

58.20 

24 

1.80 

2634 

diget.    .    . 

24 

D 

27.40 

24 

1-25 

821 

skins     .    . 

54 

C 

58.90 

24 

2.15 

3126 

etra   .    .    . 

30 

A 

32.80 

15 

1.15 

648 

sify    .    .    . 

54 

D 

59-50 

24 

2.45 

3571 

etros     .    . 

30 

B 

33.10 

15 

652 

ulode     .   . 

60 

A 

63.90 

15 

1.70 

1906 

enbin    .    . 

30 

C 

33.50 

15 

1.32 

760 

ufre    .   .   . 

60 

B 

64.50 

15 

1.90 

2127 

engo  .   .    . 

30 

D 

33.80 

15 

1.50 

876 

lllotl    .     .     . 

60 

C 

65.30 

15 

2.25 

2491 

engra    .    . 

30 

A 

32.80 

24 

1.  15 

943 

udrey    .    . 

60 

D 

65.90 

15 

2.60 

2895 

erin    .   .   . 

30 

B 

33-10 

24 

1.15 

949 

udha  .    .    . 

60 

A 

63.90 

24 

1.70 

2731 

ernol  .    .    . 

30 

C 

33-50 

24 

1.32 

1088 

ugrui    .    . 

60 

B 

64.50 

24 

i  .90 

3058 

ernu  .    .    . 

30 

D 

33.80 

24 

1.50 

1262 

ukel   .    .    . 

60 

C 

65.30 

24 

2.25 

3601 

igar    .    .    . 

36 

A 

39.00 

15 

1.25 

833 

ulette    .    . 

60 

D 

65.90 

24 

2.60 

4231 

All  weights  are  approximate. 

1>—  53*4 

74 


r  N  i  T  K  1 1     s  T  A  T  K  s    CAST     IRON     PIPE     AND     FOUNDRY     c  o  M  p  A  N  Y 


Standard  Special  Castings  for  Water 

Standard   Caps 
TABLE  No.  24.     Code  Word,  Asud 


. 


A  anil  H  CUM  on  only  \vht-n  -» 


Terminal 

Nominal 
I  Ham 

In*  ' 

" 

0 

1 

t 

m 

k 

r 

Approx. 

Pounds 

ame 

D 

.60 

•tore 

6 

D 

* 

7.80 

6< 

•vel 

8 

D 

.OO 

IO.OO 

•"5 
•  75 

KQ 

area 

•         10 

D 

.OO 

•TS 

1.50 

•75 

16.20 

1? 

aril 

11 

D 

.OO 

•T5 

i.TS 

•75 

18.70 

104 

abarli 

M 

B 

.00 

6.10 

•90 

1.90 

•75 

•40 

•city 

M 

D 

.00 

•90 

1.90 

•75 

22.40 

«49 

bera'n 
bevel 

16 

B 
D 

.00 

.00 

8.40 
8.80 

.00 

.00 

2.  on 

a.oo 

•75 
•75 

27.00 
27.00 

3 

bell 

18 

B 

.00 

20.50 

.00 

a.oo 

.00 

32.00 

226 

belon 
brll 

it 

D 

B 

.00 
.00 

~:£ 

.00 
.00 

a.oo 
3.00 

.00 

.00 

32-90 
18.20 

242 

brlnt 
dkort 

14 

D 

B 

.00 

.00 

1:S 

2-50 

.00 
•05 

3.00 
3-50 

.00 

.00 

18.20 

13-50 

308 
391 

dlgel 
engra 

14 
30 

D 
A 

.00 

.50 

.11-74 

a.  50 
2.62 

•05 
•  IS 

3-50 
3-50 

.00 

23-5° 
34  80 

i 

erln 

30 

B 

-50 

33-00 

2.62 

3-5° 

506 

erol 

C 

•  So 

33-40 

2.62 

•  >5 

3-50 

647 

ernu 

30 

D 

2.62 

•IS 

3-50 

14.80 

704 

leu  l<> 

yb 

A 

•50 

38-06 

3.12 

•  as 

4-00 

44.00 

8,, 

laba 

3* 

B 

•50 

39-30 

•30 

3-95 

.   S 

44.00 

Ilia 

Itude 

D 

-SO 
•  So 

39-70 
40.16 

3.12 
3-ia 

•35 
•  40 

3-90 
3-85 

•   5 
•  5 

44.00 
44.00 

leaba 

41 

A      . 

.00 

45.20 

3-37 

•  40 

4-00 

.40 

63.50 

1300 

learn 

42 

B 

.00 

45-50 

3-37 

•$o 

•40 

63.50 

,388 

Hen 

4» 

C 

.00 

46.10 

3-37 

.60 

3.80 

•40 

63.50 

>539 

leat 
tlgab 
torli 

4" 

*  ' 

D 
A 
B 

.00 

.00 
.00 

46.58 
Si-jo 
51.80 

3^62 

•TO 
•TO 
•90 

3.70 
4.00 
3.80 

•4° 
•5° 

63.50 
76.50 

1679 
1943 

ir.i- 

48 

C 

.00 

51.40 

.00 

3-7° 

•  SO 

76.50 

1144 

trod 

tame 

48 

54 

D 
A 

.00 

.50 

51.08 
57-66 

jiS 
3-87 

.  to 

3.60 
4-50 

•50 
•50 

76.50 

82.00 

2341 
2329 

Mnd 

54 

B 

.50 

58.10 

3-87 

.00 

4-40 

•SO 

82.00 

25'9 

tine 

54 

C 

•50 

58.80 

3-87 

.10 

4-30 

•SO 

82.00 

2770 

(tea 

54 

D 

.50 

3-87 

.20 

4-20 

•50 

82.00 

ulode 

60 

A 

•50 

6j.8o 

4.12 

a.oo 

4-5° 

•  50 

99.00 

ufre 

60 

B 

.50 

64.40 

4-ia 

a.  to 

4-40 

•  So 

9Q.OO        , 

3081 

ufou 

60 

C 

-90 

65.20 

4.12 

2.  2O 

4-3° 

•  So 

99.00 

3388 

udrey              . 

60 

D 

.50 

65.82 

4-ia 

1.30 

4-1° 

•$o 

99.00 

3«7 

All  weights  are  approximate. 


1^5227 


75 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Standard  Special   Castings  for  Water 
Standard   Plugs 

For  Patent  Screw  Plugs,  see  page  119 


4  to  20  inches 


24  to  60  inches 
Bosses  a  and  b  cast  on  only  when  so  ordered 


TABLE  No.   25.      Code  Word,  Atav 


Code 
Terminal 

Nominal 
Diam. 
Inches 

Class 

e 

f 

d 

1 

m 

Thickness,  Inches 

Xumber 
of  Ribs 

Approx. 
Weight 
Pounds 

t 

t, 

t. 

ame   .    .    . 

4 

D 

4.90 

5.28 

5-50 

-50 

.40 

.20 

8 

atore      .    . 

6 

D 

7.00 

7-38 

5-50 

.40 

.20 

14 

avel  .    .    . 

8 

O 

9.15 

9-65 

5-50 

2.O 

!6o 

•40 

.20 

2 

24 

area  .     .    . 

o 

D 

ii  .20 

II  .70 

6.00 

2.O 

•70 

.50 

.  20 

2 

38 

aril    .    .    . 

2 

D 

13-3° 

13.80 

6.00 

2.O 

•75 

•  50 

.20  * 

2 

5° 

abaris    .    . 

4 

B 

15-30 

15.80 

6.00 

2.O 

.70 

•  50 

.20 

2 

63 

acity      .    . 

4 

D 

15-65 

16.15 

6.00 

2.O 

•75 

•  50 

.20 

2 

65 

beran     .    . 

6 

B 

17.40 

17.00 

6.50 

2.0 

.70 

•  So 

.30 

3 

90 

bevel     .    . 

6 

D 

17.80 

18.30 

6.50 

2.O 

.80 

.60 

•3° 

3 

96 

bell        .    . 

8 

B 

19-50 

20.00 

6.50 

2.50 

•75 

.60 

•3° 

3 

in 

belon     .    . 

8 

D 

19.92 

20.42 

6.50 

2.50 

•85 

.60 

•3° 

3 

121 

bril        .    . 

20 

B 

21.60 

22.  IO 

6.50 

2-75 

-85 

.60 

•3° 

3 

IS1 

brint      .    . 

20 

D 

22.06 

22.56 

6.50 

2.75 

I.OO 

.60 

•3° 

3 

156 

dicort    .    . 

24 

B 

25.92 

26.30 

25^68 

8.0 

.89 

4 

375 

digit       .    . 

24 

D 

26.44 

26.82 

26.20 

8.0 

1.16 

4 

472 

engra     .    . 

3° 

A 

31-86 

32.24 

31.62 

8.0 

.88 

4 

481 

erin        .    . 

3° 

B 

32.12 

32.50 

31.88 

8.0 

•03 

4 

556 

ernol      .    . 

3° 

C 

32.52 

32.00 

32.28 

8.0 

.20 

4 

641 

ernu       .    . 

3° 

D 

32.86 

33-24 

32.62 

8.0 

•37 

4     . 

723 

iculo      .    . 

36 

A 

38.08 

38.46 

37.84 

8.0 

•99 

4 

682 

labra      .    . 

36 

B 

38.42 

38.80 

38.18 

8.0 

•"5 

4 

786 

Ilia 

36 

C 

38.82 

39-20 

38-58 

8.0 

•36 

4 

914 

itiide      .    . 

36 

D 

39.28 

39-66 

39-04 

8.0 

.58 

4 

1050 

leaba      .    . 
learn       .    . 

42 
42 

A 
B 

44.3^ 
44.62 

44.70 
45.00 

44-08 
44-38 

9.0 
9.0 

.10 

.28 

4 
4 

991 
1138 

Hen    .    .    . 

42 

C 

45-22 

45.60 

44.98 

9.0 

-54 

4 

'353 

leat    .    .    . 

42 

D 

45.70 

46.08 

45-46 

9.0 

-78 

4 

1551 

tigab 

48 

A 

50.62 

51.00 

50-38 

9.0 

.26 

4 

'349 

torts      .    . 

48 

B 

50.92 

5!-3o 

50.68 

9.0 

-42 

4 

1506 

tras    .     .     . 

48 

C 

51-52 

5J-9o 

51.28 

9.0 

•71 

4 

1800 

trud  .    .    . 

48 

D 

52.  10 

52-48 

51.86 

9.0 

.96 

4 

2047 

same      .     . 

54 

A 

56.78 

57-i6 

56.54 

9.0 

-35 

4 

1697 

sand  .    .    . 

54 

B 

57-22 

S7.6o 

56-98 

9.0 

•55 

4 

1945 

sone  .     .    . 

54 

C 

57-92 

58.30 

57-68 

9.0 

.90 

4 

2356 

sica    .    .    . 

54 

D 

58.52 

58.90 

58.28 

9-o 

•23 

4 

2733 

ulode     .    . 

60 

A 

62.92 

63.30 

•,-.'..- 

9.0 

•39 

4 

2045 

ufre   .    .    . 

60 

B 

63-52 

63.90 

63.28 

9.0 

-67 

4 

2434 

ufou  .    .    . 

60 

C 

64.32 

64.70 

64.08 

9.0 

.00 

4 

2904 

iidrey     .    . 

60 

D 

64.04 

65-32 

64.70 

9.0 

•38 

4 

3397 

All  weights  are  approximate. 


UNITED      B  T  A  T  B  8      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard   Special 
Castings 


Tutu".  No?,,  i.  i  anil   i  are 
interchangeable. 

The   top  section  "I   N"- 

I  and  J  are  for  macadam 

Tlu-  top  section  i.' 
for  granite,  asphalt  or  brick. 


Valve    Boxes,   Nos.    i,   i   and  3.     TABLE   No.    2 


Approx.  \\YigtUs 
1'oiinils 

Terminal 

Valve 
Hox 

A 

B 

C 

I) 

K 

Top 

l.i.l 

T..l«- 

(,..!.• 

Code 

AM 

Avo< 

Avur 

•  nl 

I 

18.50 

18.00 

34.00 

4-75 

9.50 

'44 

3* 

•ctl 

1 

5.00 

8.00 

«6 

JJ 

41 

MM 

48.00 

4-71 

9-SO 

5« 

14 

75 

Manhole  Head  and  Cover 
Philadelphia   Pattern 

TABLE  No.  28 
Code  Word,  Bac 


Code 

Terminal 

B 

C 

Approx. 
Weight 
Pounds 

ame  .    .    . 
•  vel  .    .    . 

5-5° 

n 

% 

'i? 

P-55 

Manhole  Head  and  Cover 
New  York   Pattern 

TABLE  No.  29 
Code  Word,  Badi 


Code 

Terminal 

A 

B 

C 

Approx. 
\\Viltht 
Pounds 

bell 

it 

15 

38.5-. 

6lo 

No.  4 

ffl 


Valve   Box  No.  4.     TABI.K 
No.  27.   Code  Word,  Baba 


Ix-nyth 

Insiilc 

Inside 

'•-  * 

Code 

Inches 

Diam. 

Diam 

£*£ 

Term- 
inal 

Adjust- 
able 

Case 

Box 

Bottom 

from 

Inches 

Inches 

<•*• 

M« 

16  to  34 

6.00 

8.00 

110 

MM 

24  to  32 

6.13 

8.75 

'30 

5 

48  to  Tt 

6.11 
6.13 

t-Jt 
8.75 

bell 

11  to  q6 

6.13 

«  75 

*** 

P-J 


Hiirl.-X  No.  56.  Fol. 


Manhole  Head  and  Cover 
Philadelphia  Pattern 


All  weight*  are  approximate. 


Manhole  Hi-a«l  anil  Cover 
New  York  Pattern 


UNITED     S'TATES     CAST     IRON     PIPE    AND     FOUNDRY    COMPANY 


Standard  Special  Castings,   Extras 

Particulars  and  prices  on  application 

Standard  Screen  Pot,  Complete  with  Copper  Screen  Standard   Fish  Traps 


Screen  Pots  of 
special  design  and 
si  /. e  s  m  a  de  ,to 
order. 


Outlets  with  standard  flanges—Flanges  faced  only— Drilled  to  order 

Screen  Pots.     TABLE  No.  30.     Code  Word,  Baf 


Code  Terminal 

D 

H 

Approx.  Weight 
Pounds 

engra     
iculo 

32 

42 

48 

235° 

lieu     

42 

54 

437° 

Solid 


<SpIit 


Standard  Puddle  Collars 

Puddle  Collars.     TABLE   No.  32 


Code  Terminal 

Used 

with 
Diam. 
Inches 

L 

D 

K 

Approx.  Weight 
Pounds 

Solid 

Split 

Code 
Bel 

Code 
Bern 

4 
6 
8 

10 
12 
'4 

16 
18 
20 
^4 

5.00 

5-5° 
6.00 
7.00 
8.00 

9.00 

IO.OO 

10.50 

II.  OO 

11.50 

13.00 
15-50 
18.00 
20.25 
23.00 
25-50 
28.00 
30.50 

33-°° 
38.00 

5-25 
7-41 
8.65 
11.80 
13-93 
16.15 

18.35 
20.62 
22.71 
27.07 

35 
53 
7i 
90 

122 

184 
230 
280 

325 
421 

38 
57 
76 
96 
130 
193 
240 
290 
33« 
433 

aril      .         .    . 

abaris      .... 

bell      .         ... 
bril      
dlcort 

Tidal  and  Flume  Gates  are  made  from  Class  B  Pipe.    Length  is  measured  on 

axis  of  pipe 
All  weights  are  approximate. 


Fish  Screens  complete  with  screen  and 
hand -hole 

TABLE  No.  31.      Code  Word 
Bagu 


Code  Terminal 

A 

Approx. 
Weight 
Pounds 

amus     .... 
bero  
bio     

8 
lo 

220 

378 

eras  

it 

840 

iez     

24 

22IO 

Bell  Mouth 

TABLE  No.  33.      Code  Word 
Bens 


Code 
Terminal 

Nominal 
Diam. 
Inches 

L 
Inches 

Approx. 
Weight 
Pounds 

andi  . 

4 

8 

25 

aca    . 

6 

8 

36 

amus 

8 

o 

56 

bero  . 

o 

o 

77 

bio 

2 

o 

103 

eces 

4 

o 

124 

eras 

6 

o 

152 

evon 

8 

Q 

177 

eppe       . 

20 

2 

237 

iez 

24 

2 

309 

Tidal  and  Flume  Gates 
TABLE  No.  34.      Code  Word 

Ber 


Code 

Terminal 

D 

Approx. 
Weight 
i  ft.  Long 
Pounds 

Approx. 
Weight 
each  addi- 
tional ft, 
Pounds 

bio     .... 

12 

290 

74 

eras  .... 

16 

410 

114 

eppe  .... 

20 

600 

163 

iez     .... 

24 

790 

220 

N  I  T  K  1  >   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Stamford   Condensed  Special   Castings  tor  Water 


!  K  Bend 


Con  •..•ml  ComU-nwd  ,',  Bend 

I  \iu      \       ;<.     Code,  Bis    TABLE  No.  36.     Code,  Bod     TABLE  No.  37.     Code,  Blip 


Code 

Terminal 

Iss 

ill 

• 

0 

,, 

R 

Code 

Terminal 

111 

S 

o 

O 

R 

£5^1 

Code 

Terminal 

IE| 

\n 

u 

0 

R 

Iff! 

X 

<      >- 

x    • 

<    •»- 

•/. 

<  >- 

•me 

4 

I) 

. 

4 

58 

•me 

4 

I) 

I.6J 

4 

53 

•me 

4 

11 

1.63 

8 

•tore  .    . 

6 

I) 

A 

ft 

•ten 

6 

11 

a.  so 

A 

81 

•tore  .    . 

A 

1) 

a*  So 

12 

81 

•  vel 

area 

8 

1) 

8 
8 

6 
A 

141 

•vel 
•rca 

8 

10 

D 

3-3« 

4-  M 

8 
o 

13 

•vel    .    . 

area 

8 
o 

u 

D 

3-3' 

JO 

"5 
180 

•ril 

12 

1) 

g 

*99 

•ril 

12 

1) 

5.OO 

2 

•ril      .    . 

3 

11 

5*oo 

24 

248 

•  no* 
•bor 
bause 

•4 

I'. 

B 
B 

0 

o 

O 

5 

•no* 
•bor 

14 

B 
D 
B 

I'to 

6.63 

4 
4 
6 

3*5 
305 
j>i 

•no*    .    . 

.,1-,  r 
bMM 

4 
4 
6 

B 
U 
B 

I'.t,', 

28 

28 

368 

307 

355 

h.ir.i      .     . 

D 

O 

498 

bare 

•6 

H 

A 

«u 

hara 

6 

I) 

6.62 

33 

4>9 

beige 
balk 

iS 
18 

B 

D 

2 
3 

'•IS 

beige 
talk 

18 

18 

B 
11 

7-45 
7-45 

8 
8 

5»l 

beige 

h.iik 

a 

8 

B 
D 

7-45 
7-45 

44' 

527 

bucu 

B 

2 

537 

bucu 

JO 

H 

8.35 

ao 

550 

bucu 

JO 

B 

8.3S 

40 

555 

bonne 
dero*  .     . 

JO 

34 

1) 
B 

2 
4 

g 

bonne 
dero* 

30 
24 

1) 
H 

10.00 

JO 

4 

755 

bonne 
dero* 

30 
34 

LI 
B 

8.3S 

10.  OO 

40 

48 

688 
7«S 

delta 

11 

6 

4 

delta 

D 

10.00 

4 

055 

delta 

4 

11 

10,00 

48 

p-l 


Kranches 

TABLE  No.  ;,S.     Code,  Cab 


Condensed  Keducern 

TABLE  No.  39.    Code,  Ceg 


Ti-rminal 

Ilium. 
Inches 

1 

P 

• 

i*S.S 

Mil 

?-*-- 

Goto 

Terminal 

Nominal 

Diam. 

1  Ill-Ill's 

1 

U 

V 

i  »£•? 

illl 
$**£. 

Code 
Terminal 

Nominal 
Iliam. 
Inchcn 

\ 
U 

V 

i  ^  -— 

i  -'tis 

Mil 

<    M 

e 

{ 

• 

t 

e 

f 

•me 

4 

4 

I) 

8.5 

1.50 

9° 

•ras 

6 

4 

D 

T« 

bar* 

16 

, 

D 

4 

**> 

•tore  . 

6 

6 

11 

II.  0 

2.40 

135 

.nh« 

8 

4 

D 

97 

kiMi 

18 

1 

B 

la 

337 

m\el 
•rca     .   . 

8 

0 

8 
to 

D 

D 

'3-5 
16.0 

'•75 

t.2< 

•97 
319 

•tko   .   . 

.MM 

8 

6 

4 

D 

1) 

4 
1 

loo 
'35 

becl 
be  UK 

18 
iS 

1 
1 

D 
B 

la 

8 

374 

•ril 

2 

2 

ii 

18.5 

<-V- 

435 

•  nion 

6 

D 

>3* 

betas 

18 

I 

D 

8 

349 

•b>ris 
•city 

4 

4 

4 
4 

B 
D 

4-25 

4    ••' 

*>J 

558 

am. 

unu* 

S 

6 

D 
D 

1 

:i; 

beige 

b.lt 

18 
iS 

1 

B 
D 

4 
4 

293 
335 

beran 
bevel 

H 
I) 

'4-7 

24.7 

5.00 
5.00 

706 
849 

:ilum 
•cho    . 

8 
10 

D 
D 

a 

brilo    . 
brom 

JO 
JO 

1 

B 
D 

la 
la 

375 
450 

bell 

8 

8 

i 

wJ 

5-75 

*99 

•rlzo   . 

8 

B 

I 

"3 

buron 

JO 

16 

B 

8 

• 

belon 

8 

8 

D 

'7.8 

5-75 

1009 

•veri 

8 

D 

I 

>33 

borol 

JO 

16 

D 

S 

437 

bril      . 

•o 

JO 

H 

3°*9 

1110 

•rate 

o 

B 

109 

I'IKII       . 

ao 

18 

B 

4 

344 

hunt 

ao 

20 

D 

30-9 

A.  on 

'393 

•torem 

so 

D 

«7 

kMM 

ao 

18 

D 

4 

«07 

dkort 

24 

B 

34.° 

7.00 

>5X7 

•no* 

1 

B 

>°7 

dre     .   . 

H 

16 

B 

16 

<37 

dlgU 

24 

I) 

7.00 

1960 

•kor    .   . 

a 

D 

"7 

de* 

J4 

16 

D 

16 

670 

•  ndos 

•i 

o 

B 

I 

»7» 

del       . 

24 

18 

B 

ta 

5l« 

birta 

I 

so 

D 

I 

2IJ7 

deral 

24 

18 

D 

la 

twrot 

6 

1 

B 

109 

|HW 

24 

JO 

B 

8 

486 

basan 

6 

I 

D 

8 

194 

delta 

24 

JO 

D 

8 

50) 

b4u»e  . 

5 

4 

B 

4 

»37 

r    i 


All  weight*  are  approximate. 


79 


UNITED      STATES      CAST      IRON      PIPEAND      FOUNDRY      COMPANY 

Standard  Condensed  Sp 

• 

ecial  Castings  for  Water 

v 

F 

"hr  f 

Q) 

TV1 

i 

--[  —  "Hf"  ij  i  ~ 

f 

Tees  anc 

Crosses 

TABLE   No.   40.      Condensed  Tees   and   Crosses 

Nominal 
Diameter 

Approximate 
Weights 
Pounds 

Nominal 
Diameter 

Approximate 
Weights 
Pounds 

Code 

Inches 

" 

Code 

Inches 

VI 

Terminal 

£ 

Tees 

Crosses 

Terminal 

£ 

Tees 

Crosses 

e 

f 

^ 

e 

f 

Code 

Code 

Code 

Code 

Cis 

Cod 

Cis 

Cod 

ame     .... 

4 

4 

D 

4 

84 

109 

bouca 

18 

IO 

B 

690 

778 

aras     .... 

6 

4 

D 

6 

124 

152 

holla    .... 

18 

10 

D 

H 

809 

897 

atore    .... 

6 

6 

D 

6 

140 

181 

brona 

18 

12 

B 

M 

719 

836 

anha    .... 

8 

4 

D 

8 

197 

225 

begi     .        .        .        . 

18 

12 

D 

H 

838 

955 

atico    .... 

8 

6 

D 

8 

207 

245 

belag  .... 

18 

14 

B 

14 

722 

842 

avel     . 

8 

8 

D 

8 

226 

283 

betas  .... 

18 

14 

D 

14 

849 

977 

afft      .... 

10 

4 

D 

8 

248 

271 

beige  .... 

18 

16 

B 

M 

754 

904 

anion  .... 

TO 

6 

D 

8 

260 

293 

balk    .... 

18 

16 

D 

14 

898 

1075 

anis     .        .        .        . 

IO 

8 

D 

8 

278 

335 

bell      .... 

18 

18 

B 

14 

783 

964 

area     .... 

10 

IO 

D 

8 

295 

360 

belon  .... 

18 

18 

D 

14 

933 

1  145 

aclie    .... 

12 

4 

D 

o 

349 

372 

belrad 

20 

4 

B 

M 

725 

754 

amus  .... 

12 

6 

D 

0 

359 

385 

benk    .... 

20 

4 

D 

14 

901 

93° 

atum   .... 

12 

8 

D 

o 

380 

435 

beure  .... 

20 

6 

B 

'4 

738 

780 

acho     .... 

12 

IO 

D 

o 

395 

462 

herd    .... 

2O 

6 

D 

'4 

914 

956 

aril      .... 

12 

12 

D 

o 

4'7 

503 

biene  ... 

20 

8 

B 

'4 

761 

826 

abunt 

14 

4 

B 

2 

392 

415 

bill      .... 

2O 

8 

D 

'4 

937 

1002 

andunt 

M 

4 

D 

2 

455 

480 

binal  . 

2O 

IO 

B 

,4 

779 

862 

atur     .... 

T4 

6 

B 

2 

403 

436 

bini     .... 

2O 

IO 

D 

14 

955 

1038 

avero  .... 

J4 

6 

D 

2 

467 

501 

bio       .... 

2O 

12 

B 

14 

805 

9I4 

arizo    .... 

14 

8 

B 

2 

418 

47° 

biros   .... 

20 

12 

D 

M 

981 

IOOO 

averi    .... 

M 

8 

D 

2 

482 

534 

brito    .... 

2O 

'4 

B 

'4 

813 

925 

arate   .... 

14 

o 

B 

2 

431 

496 

hriini    .... 

2O 

14 

D 

'4 

998 

1124 

atorem 

Q 

D 

2 

495 

560 

buron 

2O 

16 

B 

14 

839 

982 

anos    . 

14 

2 

B 

2 

451 

536 

boroi   .... 

2O 

16 

D 

14 

1037 

I2O2 

abor     .... 

14 

2 

D 

2 

5r5 

600 

bucu    .... 

20 

18 

B 

14 

865 

1034 

abaris 

4 

B 

2 

460 

549 

bonne 

2O 

18 

D 

1070 

1268 

acity    .... 

14 

4 

D 

2 

53° 

625 

bril      .... 

20 

20 

B 

14 

895 

1094 

arage  .... 

16 

4 

B 

2 

487 

bunt    .... 

2O 

2O 

D 

14 

1114 

1356 

agno    .... 

16 

4 

D 

2 

581 

610 

back    .... 

24 

6 

B 

16 

1023 

1065 

avate  .... 

16 

6 

B    1 

2 

500 

542 

biolus 

24 

6 

D 

16 

1309 

1351 

acibus 

16 

6 

D 

2 

594 

636 

buis     .... 

24 

8 

B 

16 

1046 

IIII 

alite     

16 

8 

B 

2 

523 

588 

berto  .... 

24 

8 

D 

16 

1332 

1397 

atima           .        .        . 

16 

8 

D 

2 

617 

682 

borne  .... 

24 

o 

B 

16 

1064 

1147 

andos 

16 

IO 

B 

2 

54' 

624 

card     .... 

24 

o 

D 

16 

'35° 

1433 

barla   .... 

16 

IO 

D 

2 

635 

718 

cana    .... 

24 

2 

B 

16 

1090 

IIQ9 

barot  . 

16 

12 

B 

2 

567 

676 

carlo    .... 

24 

2 

D 

16 

1376 

1485 

basan  .... 

16 

12 

D 

2 

661 

770 

cape    .... 

24 

4 

B 

16 

1097 

1212 

basse  .... 
bara     .... 

16 
16 

'4 

14 

B 
D 

2 
2 

576 
678 

694 
804 

cift      .... 
cire      .... 

24 

24 

0 

D 
B 

16 
16 

1395 
1124 

1521 
1267 

beran  .... 

16 

16 

B 

2 

601 

744 

dea      .        .        .        . 

24 

6 

D 

16 

1432 

1597 

bevel  . 

16 

16 

D 

2 

717 

886 

del       .... 

24 

8 

B 

16 

1150 

1319 

bero     . 

18 

4 

B 

4 

631 

660 

deral  .... 

24 

8 

D 

16 

1465 

1663 

bias     .... 

18 

4 

D 

4 

75° 

779 

deros  .... 

24 

o 

B 

16 

1180 

1379 

biam    . 

18 

6 

B 

4 

646 

690 

delta    .... 

24 

o 

D 

16 

'5°9 

1751 

biolan 

18 

6 

D 

4 

70S 

809 

dicort 

24 

4 

B 

16 

1237 

1489 

biate    .... 

18 

8 

B 

4 

67? 

740 

digli    .... 

24 

4 

D 

16 

1591 

1914 

bione  .... 

18 

8 

D 

4 

790 

859 

All  weights  are  approximate.                                                                                                                                                                             P  —  100 

So 


I'  N  I  T  K  1)       S  T  A    I    I    >       CAST        I  K  <)  N        1'  I  I1  K       A  N  1)       ROUND  K  Y       CO  M  I'  A  N  Y 


Smokf     Kll:. 


Standard   Special   Castings,    Kxrras 
Smoke   Flues.     Coal   Chutes 

TABLE   No.  41.     Smoke   Flues 


•'de    Woril.  Cum 

T>-|x-  i,    Cixli-  Word,  Dab 

Code  Terminal 

Nominal  I>i.. 
Im-ln-s 

bucu       

2O 

deros     

24 

etra        

30 

Igar        

36 

lapel       . 

42 

ocet       

48 

same     

54 

ulode     

60 

Smoke  Fines  are  made  up  with  hase  tees  an. I  It   ,1  S 
pi|K-. 

The  hand-hole  on  Typ  mdard  tees, 

(JO.    14 

For  weights  of  )>ns<- '  ill  No.  15. 

For  weights  of  straight  pip-- 


Cap  for  Coal  Chute 


I 


*    •    T 

jyXfa 


Smoke  l-'lin-.  T\ 


Coal  Chutes 
Code  Word,  Det 


TABLE  No.  42 

Caps  for  Coal  Chutes 
Code  Word,  Dir 


Nominal 

Approx 

Terminal 

Uiameter 

A 

II 

K 

t 

Wfijrin 

ln.-he> 

Pounds 

bucu      .    .    . 

20 

21.48 

21.72 

4.00 

•  75 

121 

deros     .    .    . 

24 

25.68 

25-02 

4.00 

-75 

162 

etra  .... 

30 

31.62 

31.86 

4.50 

.88 

277 

lKar  .... 

36 

37.84 

- 

4.50 

.88 

375 

lapel       .     .     . 

42 

44.08 

44.32 

5.00 

I.OO 

567 

ocet  .... 

48 

50  .  62 

5.00 

I.OO 

716 

same      .     .    . 

54 

56.54 

56.78 

5-50 

I.OO 

ulode 

to 

62.68 

62.Q2 

5-50 

I.OO 

1055 

Coal  Chute     Code  \V..rd.  Del 


Co«l  chutcaarc  made  up  with  ',  curves  and  B.  ft  S.  pipe. 
For  '»  curve*  see  Table  No.  10. 

K.  ft  S.  pipe  see  Table  X...  >. 
Caps  are  made  with  checkered  surface  or  recessed  for  cement  or  asphalt. 


I.  -5131 


Si 


UNITED      STATES      CAST      IR 

ON      PIPE      AND      FOUNDRY      COMPANY 

Standard   Flanged   Pipe  for  Water 

iff 

11 

ii 

j) 

1 

TABLE   No.  43 

Class  A 

Class  B 

3 

•r. 

Z 

V. 

loo  Foot  Head,  43  Pounds  Pressure 

200  Foot  Head,  86  Pounds  Pressure 

0 

oa 

S| 

O 

a 

Code  Word,  Doc 

Code  Word,  Dul 

Code 

S)9 

o  c 

*o 

Term'l 

P  y 

Itf 

OJ    ' 

t. 

!j= 

£  M 

.S  e 

ll 

J8 

£ 

-i  a  8 

Weight,  Pounds  per 

2  «  « 

A  ,| 

Weight,  Pounds  per 

"  a-" 

sl| 

3 

* 

5° 

Z 

^  c  c 

Foot 

Length 

Single 
Flange 

C  O  y 
SCQ  C 

a   h 

£|1 

|sj 

'Foot 

Length 

Single 
Flange 

~~^ 
rt;fl  c 

3  " 

||| 

o^ 

ffi       ' 

aca    .    . 

3 

7-50 

6.00 

4 

•39 

13.0 

168.0 

5.8 

.,„ 

i  .0 

-42 

14.6 

188.0 

6.3 

V, 

I  .2 

ame 

4 

9.00 

7-50 

4 

.42 

18.0 

234.0 

9.0 

« 

2.O 

•45 

20.  i 

259-0 

9.1 

2.O 

atore    . 

6 

ii  .00 

9.50 

8 

•44 

27.9 

3 

S8.o 

ii.  8 

% 

4-o 

.48 

31-1 

398.0 

12.3 

%& 

4.0 

avel 

8 

13-50 

n-75 

8 

.46 

38.7 

498.0 

16.9 

4-o 

42.7 

549-0 

18.2 

H 

4.0 

area 

10 

16.00 

14-25 

12 

•50 

51-9 

671  .0 

23-9 

y 

IO.O 

•57 

58.8 

759-0 

26.6 

yt 

IO.O 

aril  .    . 

12 

19.00 

17.00 

12 

•54 

67.0 

876.0 

35-8 

y\ 

IO.O 

.62 

76.4 

998.0 

40.4 

% 

IO.O 

abaris  . 
beran   . 

H 

16 

21.00 
23-50 

i8.75 
21.25 

12 

16 

•57 
.60 

82.3 
98.8 

1070.0 
1290.0 

41.4 
52.5 

A 

15.0 

21-5 

.66 
.70 

94-7 
114.6 

1231  .0 
1495-0 

47-3 
60.  i 

1 

16.0 

22.  0 

bell 
bril  .    . 
dicort 

18 
20 
24 

25.00 
27-50 
32.OO 

22.75 
25-00 
29.50 

16 
20 

20 

.64 
.67 
.76 

118.3 
137-4 
186.5 

1528.0 
1783.0 
2424.0 

3:1 
92.9 

i 

i 
i 

30.0 
37-o 
40.0 

•75 
.80 
.89 

137-8 
163.  i 
217.3 

1779-0 
2114.0 
2821  .0 

62.5 
78.7 
106.8 

i 
i 

32.O 
4O.O 
42.O 

engra    . 

30 

38.75 

36.00 

28 

.88 

266.1 

3486.0 

146.1 

1/8 

87.0 

1.03 

3.2.6 

4077.0 

162.9 

l'/8 

QI  .O 

Iculo     . 

3* 

45-75 

42.75 

32 

•99 

358-7 

4733-0 

214.6 

M 

IOO.O 

I.I5 

4.8.7 

5497-0 

236.6 

1% 

104.0 

Ista  .    . 
lien  .    . 

40 
42 

50-75 
52.75 

47-50 
49-50 

32 
36 

i.  06 

I  .  IO 

427.2 
464.6 

5684.0 
6178.0 

279.1 
301.3 

*x 

119.0 

137-0 

1.23 
1.28 

497.0 
542.2 

6586.0 
7178.0 

311.2 
335-9 

$ 

125.0 

143.0 

tras 

48 

59-50 

56.00 

44 

1.26 

608.0 

8112.  o 

408.1 

1* 

231.0 

1.42 

687.2 

9132.0 

442.9 

240.0 

Class  C 

Class  D 

300  Foot  Head 

,  130  Pounds  Pressure 

400  Foot  Head,  173  Pounds  Pressure 

Code  Word,  Ebal 

Code  Word,  Ebem 

aca  .     . 

3 

7-5o 

6.00 

4 

•45 

15-5 

199.0 

6.6 

5, 

2.O 

.48 

16.4 

211  .O 

7-1 

K 

2.O 

ame 
atore    . 
avel 

4 
6 

8 

9.00 

II.  OO 

"3-50 

7-5° 
9-50 
H'75 

4 
8 
8 

.48 
'•1,6 

21.3 

32.9 
48.0 

275.0 
421  .0 
614.0 

9-7 

12.8 

19.0 

1 

3-o 
6-5 
6-5 

•52 
•55 
.60 

22.8 

35-3 
51-2 

295.0 
451-0 
654.0 

10.4 
13-7 
20.  i 

M 

3-5 
6-5 
6-5 

area 

10 

16.00 

14-25 

12 

.62 

65.5 

840.0 

27-3 

H 

16.0 

.68 

71.4 

916.0 

29.6 

7/t 

16.0 

abaris  . 
beran    . 

12 
H 

16 

19.00 

21.00 
23.50 

17.00 
18.75 

21  .25 

12 
12 
16 

.68 
•74 
.80 

85.4 

108.1 
133-3 

1109.0 
1397-0 
1727.0 

42.0 
49.6 

i 

i 

16.0 
24.0 
33-o 

•75 
.82 
.89 

93-7 
119.2 

147-5 

1216.0 
1539-0 

1910.0 

45.6 
54-5 
70.2 

I 
I 

16.0 
24.0 
33-o 

bell  . 
bril  .    . 
dicort   . 

18 
20 
24 

25.00 
27.50 
32.OO 

22.75 
25.00 
29.50 

16 
20 

20 

.87 
•92 
.04 

162.4 
190.6 
257.6 

2083,0 
2454.0 
3321.0 

66.9 
83-3 
114.7 

ii 

49-o 
62.0 
75-0 

.96 
1.03 
1.16 

178.4 
212.3 
286.0 

2287.0 

2731.0 
3686.0 

73-4 
92.1 
126.9 

1/8 
.& 

50.0 
63.0 
78.0 

engra   . 

30 

38.75 

36.00 

28 

.20 

366.9 

4759-0 

178.1 

tH 

144.0 

1-37 

421.2 

5436.0 

191.0 

itt 

150.0 

Iculo     . 

36 

45-75 

42-75 

32 

•36 

497-7 

6500.0 

263.8 

itt 

171.0 

1.58 

581.9 

7555-0 

286.0 

iM 

181.0 

lien  .    . 

40 
42 

50-75 

52.75 

47-50 
49-50 

' 
36 

.48 

•54 

601.6 
657-4 

7921.0 
8635.0 

350.7 
373-0 

lit 

219.0 
251.0 

1.72 
1.78 

703-4 
764.1 

9203.0 
9973-0 

389.0 
402.0 

$ 

231  .0 
264.0 

48 

59-50 

56.00 

44 

•71 

832-7 

10979.0 

493-4 

i!4 

312.0 

1.96 

960.8 

12578.0 

524-3 

'* 

334-0 

NOTE—  Thickness  of  flange  equals  approximately  1%  times  thickness  of  pipe  plus  y,  inch.    Pipe  made  in  12  foot  lengths 

and  faced  ,'„  inch  short  for  gaskets.      All  dimensions  in 

inches.      Above  are  neat  finished  weights.     Allowance  must  be  made  for 

variation  and  finish. 

All  weights  are  approximate. 

82 


:  T  F.  I  )       S  T  A  T  1  .  S       CAST         RON       PIPE      AND       F  O  1'  N  D  R  Y      CO  M  P  A  N  Y 

Standard   Flanged   Pipes  —  Short   Lengths  for  Water 

F  ~* 

f 

>      _  ^__  f  ^_ 

_ 

• 

r 

f"                                  1 

TABLE  No.  4, 

— 

Thicknrss.  In. 

Weights,  Pound* 

I 

H 

* 

Thickness.  In. 

ts.  I'ouni!* 

c 

.= 
C 

Class 

C 

na-s 

OfJM 

Code 
Terminal 

i 

c 

A 

R 

c 

" 

Code 
Terminal 

S 

S 

f 

A 

B 

C 

II 

B 
•s. 

j 

A 

B 

C 

D 

|| 

¥ 

Ciu 

n 

•3* 

V. 

A 

B 

C 

D 

a 

-  a 

12 

-HJ 

11 

If 

Cm 

andi 

4 

•  42 

•45 

•48 

•  52 

27 

28 

29 

3" 

ece*     .    . 

14 

6 

•57 

.66 

•74 

.82 

"j 

Mi 

'54 

170 

•cet     .     . 

4 

12 

42 

•45 

•48 

•52 

36 

38 

4! 

43 

emur 

'4 

12 

•57 

.66 

•74 

.82 

i65 

189 

208 

•nl 

4 

18 

•45 

•52 

45 

48 

53 

emo     .    . 

'4 

18 

•57 

.66 

•74 

.82 

ao6 

202 

289 

•KU* 

4 

24 

•  42 

•45 

.46 

•52 

54 

58 

63 

66 

chat 

'4 

•57 

.66 

•74 

.82 

247 

284 

•ctl 

4 

30 

42 

•45 

•48 

•52 

68 

73 

77 

eor      .    . 

>4 

30 

•57 

.66 

•74 

.82 

288 

33' 

3T° 

408 

MlS 

4 

36 

42 

•45 

•48 

.52 

72 

78 

8< 

89 

ennl 

'4 

36 

•57 

.66 

•74 

.82 

3*9 

"378 

3*4 

467 

MM 

4 

•42 

•45 

48 

•  52 

98 

112 

eri«      .     . 

'4 

48 

•57 

.66 

•74 

.82 

4" 

473 

ss« 

ance    .    . 
•*tl 

4 

60 

•42 

•45 

.48 

.0 

•  52 

108 

118 

118 

3 

'34 

er«z     .    . 
erct 

'4 

•57 

.66 

.66 

•74 

.82 
82 

493 

S«7 

640 

7*8 

706 

•ca 

6 

•44 

•4! 

•4° 

•55 

'38 

1  JO 

40 

140 

42 

'57 
44 

'4 
16 

6 

•57 

.60 

.70 

•74 

.go 

•89 

576 
'S3 

"77 

74° 

'95 

"4 

•me 

.  12 

•44 

.48 

•  S 

•55 

55 

59 

runt 

16 

12 

.60 

•  70 

.go 

•89 

•04 

'35 

261 

288 

•  ll/o 

6 

tg 

•44 

•48 

•55 

75 

So 

etc 

16 

18 

.60 

•70 

.So 

•89 

'54 

292 

328 

361 

ara-i 

6 

'4 

•44 

•48 

•5 

•55 

79 

86 

9' 

103 

e*se 

16 

24 

.60 

•70 

.80 

•89 

JOJ 

349 

394 

435 

•tore   .     . 

6 

•44 

.48 

•55 

03 

log 

•» 

16 

30 

.60 

.70 

.80 

.89 

353 

4°7 

461 

509 

anha 

6 

•44 

•5 

•55 

107 

"7 

"24 

ero 

16 

.60 

.70 

.80 

.89 

402 

4«4 

528 

582 

avel 
•nl* 
area     .     . 
amu* 
•turn 

6 
6 

8 

48 
60 

12 

•44 

•44 

.48 
•48 
•48 
•5' 
•5' 

•5 

•5 

•56 

•55 

•55 
.60 
.60 

i  ,i 

148 
'79 

210 

7. 

'57 
86 

168 
9' 

ere 
evlo 
evet 
evon 
evl 

16 
16 
18 
18 

48 
60 
72 

ft 

12 

.60 
.60 
.60 

'«4 

.70 

•TO 
•TO 

•75 
•75 

.80 
.go 
.So 
•87 

•89 

3 

.96 

«97 

•1 

579 

807 
'9« 

661 
T94 
927 
215 

I30 
877 

i".S 

•cho 

8 

18 

.46 

•  5' 

.56 

.60 

9» 

too 

I  10 

"7 

evez 

18 

18 

•«4 

•75 

.87 

.96 

•87 

332 

378 

4'5 

•ril 
•tur 
•  no* 
•bor 

8 
8 
8 
8 

24 

5 

48 

.46 
.46 

•5' 
•5' 
•5' 
•=,' 

.60 
.60 
.60 
.60 

it  i 
'30 

'£ 

1  •  -• 

207 

'.14 

'S8 

182 

2J" 

tf 

194 

245 

ev«»    .    . 
ev«      .    . 

erve    .    . 
erst     .    . 

It 

18 
,8 
18 

24 

JO 

36 
48 

•64 
•04 

•75 
•75 
•75 
•TS 

.87 

•!7 

.87 
•87 

* 
.96 
.96 

346 
405 

45« 

401 
470 
539 
677 

459 
S40 
621 

784 

503 
582 
682 
850 

•tno 

8 

60 

•5' 

•S* 

.60 

249 

278 

296 

erre     .    . 

18 

60 

•«4 

•7S 

.87 

.96 

701 

8'S 

94« 

tan 

8 

T 

•5' 

.60 

266 

347 

eper    . 

It 

72 

.64 

•87 

819 

95' 

1108 

1217 

NT..     .     . 

•So 

•57 

.68 

74 

83 

87 

95 

eppe 

ao 

.67 

.80 

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.03 

aoa 

238 

261 

200 

bla> 

to 

12 

•So 

•57 

.68 

I  12 

120 

'3' 

enno    .    . 

ao 

'2 

.67 

.So 

.92 

271 

1S7 

396 

biam 

10 

18 

•57 

.62 

.68 

126 

'52 

'67 

e*en    .    . 

ao 

18 

.67 

.So 

•9* 

•03 

340 

402 

452 

503 

a 

bell 

to 
to 
to 

24 

Jf> 

•50 
•50 
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•57 
•57 
•57 

.62 

.68 
.68 
.68 

178 

201 

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2|9 

'5' 

238 

'74 

emen 
evv«   .     . 
Ion* 

ao 

20 

ao 

«4 

JO 

J« 

.67 
•67 

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.So 

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•9* 
•9» 

.03 
.03 
•03 

409 

477 
546 

484 
5«S 
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548 
3 

609 
7'5 
821 

benk 
herd    .    . 

to 
to 

48 

60 

•5° 
•50 

•57 
57 

.62 
.62 

.68 
.68 

jo8 

348 

345 

4'7 

lone    .    . 

ao 

& 

.67 
.67 

.So 
.80 

.92 

.03 
•03 

673 
821 

810 
973 

9»9 
1119 

1034 
1246 

bin) 
Mo 
brom 
bucu 

to 

12 
12 

12 

6 

12 

18 

•S° 
•54 
54 
•54 

•57 
.62 

.62 

.6. 

.68 
.68 
.68 

.68 
75 
•75 
•75 

106 

'39 

Il8 

'57 

447 
169 

212 

488 

tf 

2.1' 

mom 
fez 
Mas 
kal 

ao 
24 
24 
24 

72 
6 
la 
18 

•76 
.76 
•76 

.80 
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^89 

•04 
•04 

:?o 
.16 
.16 

958 
279 

.136 
322 
43' 

1310 
3S9 
487 
616 

'459 
397 

brll 

12 

'4 

•54 

.62 

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•75 

206 

2SS 

278 

tan 

24 

24 

.76 

•89 

•04 

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559 

649 

74S 

826 

buto 

12 

30 

54 

.62 

68 

•75 

»39 

>7' 

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325 

hM 

24 

jo 

.76 

•89 

•04 

.16 

659 

757 

874 

9«9 

cnta     .     . 

12 

J6 

•54 

.62 

.68 

•75 

'71 

310 

340 

37' 

Ivor    .   . 

24 

3« 

•76 

89 

•04 

.16 

746 

876 

1003 

1112 

ebe 

12 

48 

•  54 

.62 

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3» 

42>. 

465 

Iven 

24 

48 

•89 

•04 

.16 

933 

1083 

1260 

•398 

MM 

12 

•  54 

.62 

.68 

•75 

407 

462 

559 

Ivlt     .    . 

24 

60 

•TO 

.89 

•04 

.16 

1119 

1301 

1518 

1684 

fll  1 

12 

7" 

•54 

.frt 

.68 

•75 

474 

539 

651 

Ive*    .    . 

»4 

72 

.76 

•89 

.16 

1306 

,5.8 

'775 

'970 

for  rtuntfe  diameters,  bolt  circles  etc.                                                                                                                  P  —  52  A 

All  weight*  are  approximate. 

UNITED      STATES      CAST      IRON 

PIPE      AND       FOUNDRY      COMPANY 

Standard  Flange  and 

Bell  Pipe  —  Short  Lengths 

b 

S 

<  \ 

si 

£  

•W 

1  1 

TABLE  No.  45 

yi 

- 

I 

Ifl 

Thickness,  In. 

Weights,  Pounds 

00 

.d 

VI 

Thickness,  In. 

Weights,  Pounds 

c 

"o 

Class 

Class 

c 

C 

Class 

Class 

Code 

E 

„ 

D 

Code 

E 

„ 

Terminal 

A 

B 

C 

Terminal 

d 

""* 

A 

B 

C 

D 

3 

"a 

1 

A 

B 

C 

D 

3 

.C 

M 
C 

A 

B 

C 

D 

o  a, 

0)  C 

QJ    Q, 

yS 

"g 

D  qo 

aj  C 

a)  ^ 

D  •/, 

§ 

iJ 

T3  O 

•O  a) 
o-o 

Q-& 

o 

S 

"o  S 

13 

•o  S 
o-a 

ll 

Z 

001 

OlU 

UIU 

Z 

uw 

om 

UB 

Oli 

and)     .    . 

4 

6 

.42 

•45 

.48 

•52 

36 

39 

42 

45 

eces     .     . 

'4 

6 

•57 

.66 

•74 

.82 

170 

182 

200 

2IO 

acet     .    . 

4 

12 

.42 

•45 

.48 

•52 

45 

49 

52 

5° 

emur  .    . 

'4 

12 

•57 

.66 

•74 

.82 

212 

230 

254 

270 

ani       .    . 

4 

18 

.42 

•45 

.48 

•52 

54 

59 

63 

61 

emo     .    . 

'4 

18 

•  57 

.66 

•74 

.82 

253 

277 

308 

329 

agus    .     . 

4 

24 

•42 

•45 

.48 

•52 

63 

69 

74 

79 

ebat     .    . 

'4 

24 

•  57 

.66 

•74 

.82 

294 

324 

362 

389 

act!      .    . 

4 

3° 

.42 

•45 

•48 

•52 

72 

79 

85 

90 

eor       .    . 

'4 

3° 

•57 

.66 

•74 

.82 

335 

372 

416 

449 

asis      .     . 

4 

36 

•42 

•45 

•48 

•52 

81 

89 

95 

102 

enni     . 

'4 

36 

•57 

.66 

•74 

.82 

376 

419 

470 

508 

anes    .    . 
a  nee 

4 

48 
60 

.42 

•45 

.48 

•52 

99 

109 

"7 
138 

125 

eria     .    . 

ere/ 

14 

48 
60 

•57 

.66 
.66 

•74 
•74 

.82 
.82 

468 
54° 

514 
608 

686 

627 

747 

asti      .    . 

4 
4 

72 

.42 

•45 
•45 

.48 

•52 

'35 

149 

'59 

I70 

eret     .    . 

I4 
«4 

72 

•  57 
•  57 

.66 

•74 

.82 

622 

7°3 

794 

866 

aca       .     . 

6 

6 

•44 

.48 

•55 

55 

61 

62 

63 

eras     .    . 

16 

6 

.60 

•  7° 

.80 

.89 

216 

•  232 

259 

272 

ame     .    . 

6 

12 

•44 

.48 

•5' 

•55 

69 

76 

79 

81 

eunt    .    . 

16 

12 

.60 

•7° 

.80 

.89 

265 

289 

325 

346 

alizo    .    . 

6 

18 

•44 

.48 

•55 

83 

92 

95 

99 

ete       .    . 

16 

18 

.60 

.70 

.80 

.89 

315 

346 

392 

aras     .     . 

6 

24 

•44 

.48 

•5' 

•55 

96 

107 

in 

116 

esse     .    . 

16 

24 

.60 

.70 

.80 

.89 

364 

4°3 

458 

493 

ator     .    . 

6 

3° 

•44 

.48 

•5' 

•55 

no 

123 

128 

'3* 

\ 

es    .    .    . 

16 

3° 

.60 

.70 

.80 

.89 

414 

461 

525 

567 

anha    .     . 

6 

36 

•44 

.48 

•5' 

•55 

124 

138 

'44 

15' 

ero  .    .    . 

16 

36 

.60 

.70 

.80 

.89 

463 

5i8 

592 

64I 

avel    .     • 

6 

48 

•44 

.48 

•5' 

•55 

'52 

169 

'77 

187 

ere  .    .    . 

16 

48 

.60 

.70 

.80 

.89 

562 

633 

725 

788 

anis     .    . 

6 

60 

•44 

48 

•51 

•55 

181 

200 

209 

22 

evio     .    . 

16 

60 

.60 

.70 

.80 

.89 

661 

747 

858 

935 

area     .    . 

6 

72 

•44 

•48 

51 

•55 

208 

231 

242 

257 

e  et    .    . 

16 

72 

.60 

.70 

.80 

.89 

758 

862 

991 

1083 

amus  .    . 

8 

6 

.46 

•5' 

•56 

.60 

80 

83 

95 

9 

e  on    .    . 

18 

6 

.64 

•75 

.87 

.96 

248 

266 

301 

3'5 

atum  .    . 

8 

12 

.46 

•5' 

•56 

.60 

99 

104 

119 

123 

e   i       .    . 

18 

12 

.64 

•75 

•87 

.96 

3°7 

335 

382 

404 

acho    .    . 

8 

18 

.46 

•5i 

•56 

.60 

118 

126 

'43 

'49 

e  ez    .    . 

18 

18 

.64 

•75 

•  87 

.96 

366 

4°4 

463 

494 

aril      .    . 

8 

24 

.46 

•51 

•56 

.60 

138 

'47 

167 

'7' 

e   as    .    . 

18 

24 

.64 

•75 

.87 

.96 

425 

473 

544 

583 

atur     .     . 

8 

3° 

.46 

•51 

•56 

.60 

'57 

168 

191 

200 

e  a      .    . 

18 

30 

.64 

•75 

•87 

.96 

485 

542 

626 

672 

amos  .    . 

8 

36 

.46 

•51 

•56 

.60 

176 

190 

215 

22 

erve    .    . 

18 

36 

.64 

•75 

.87 

.96 

544 

610 

707 

761 

abor    .    . 

8 

48 

.46 

•5' 

•56 

.60 

2'5 

232 

263 

277 

erst     .    . 

18 

48 

.64 

•75 

.87 

.96 

662 

748 

869 

940 

agno    .    . 

8 

60 

.46 

•5' 

•56 

.60 

253 

274 

3" 

32 

erre     .    . 

r8 

60 

.64 

•75 

.87 

.96 

780 

886 

1032 

1118 

bara    .    . 

8 

72 

.46 

•5' 

•56 

.60 

292 

3'7 

359 

379 

eper    .    . 

18 

72 

.64 

•75 

.87 

.96 

898 

1024 

1194 

1296 

hero    .    . 

o 

6 

•5° 

•57 

.62 

.68 

108 

114 

125 

'3 

eppe    .    . 

20 

6 

•67 

.80 

.92 

.03 

294 

318 

368 

388 

bias     .    . 

o 

12 

.50 

•57 

.62 

.68 

'34 

'43 

158 

16 

enno    .    . 

2O 

12 

.67 

.80 

.92 

•°3 

363 

400 

463 

494 

biam    .    . 

o 

18 

•5° 

•57 

.62 

.68 

160 

173 

191 

202 

esen    .    . 

2O 

18 

.67 

.80 

.92 

•03 

43' 

481 

558 

600 

begi     .    . 

o 

24 

•  50 

•57 

.62 

.68 

186 

202 

224 

23 

emen  .    . 

20 

24 

.67 

.80 

.92 

.03 

500 

563 

654 

706 

balk    .    . 

0 

3° 

•5° 

•57 

.62 

.68 

212 

232 

256 

27 

ewe    .    . 

2O 

3° 

.67 

.80 

•92 

•03 

569 

644 

749 

812 

bell      .    . 

o 

36 

•5° 

•57 

.62 

.68 

238 

26l 

289 

3°9 

ions     .    . 

20 

36 

.67 

.80 

•92 

•03 

637 

726 

844 

919 

benk    .    . 

o 

48 

•5° 

•57 

.62 

.68 

290 

32O 

354 

38 

ione     .    . 

2O 

.67 

.80 

•92 

•°3 

775 

889 

i°35 

1131 

herd    .    . 

o 

60 

•5° 

•57 

.62 

.68 

342 

379 

420 

452 

inna    .    . 

20 

60 

•67 

.80 

.92 

912 

1052 

1226 

'343 

bin!      . 

o 

72 

•5° 

•57 

.62 

.68 

394 

437 

485 

523 

inuin    .     . 

20 

72 

.67 

.80 

•92 

•03 

1049 

1215 

1416 

'555 

bio  .    .    . 

2 

6 

•54 

.62 

.68 

•75 

140 

170 

'7 

iez  .    .    . 

24 

6 

.76 

.89 

.04 

.16 

389 

418 

497 

523 

bruin    .     . 

2 

12 

•54 

.62 

.68 

•75 

188 

2'3 

224 

Idas     .    . 

24 

12 

.76 

.89 

.04 

.16 

482 

526 

625 

669 

bucu    .    . 

2 

18 

•54 

.62 

.68 

•75 

207 

226 

255 

27 

ical      .    . 

24 

18 

.76 

.89 

.04 

.16 

575 

635 

754 

809 

bril      .    . 

2 

24 

•54 

.62 

.68 

•75 

241 

264 

298 

3' 

iam       .     . 

24 

24 

.76 

.89 

.04 

.16 

668 

744 

883 

952 

Inns     .     . 

2 

30 

•54 

.62 

.68 

•75 

274 

302 

34' 

3«5 

ipse     .    . 

24 

3° 

.76 

.89 

.04 

.16 

762 

853 

IOI2 

i°95 

enta    .    . 

2 

36 

•54 

.62 

.68 

•75 

308 

341 

4' 

ivor     .    . 

24 

36 

.76 

.89 

.04 

.16 

855 

971 

II4I 

1238 

ebe      .    . 

2 

48 

•54 

.62 

.68 

•75 

375 

4'7 

4*4 

5°5 

iven    .    . 

24 

48 

.76 

.89 

.04 

.16 

1042 

1178 

1398 

1524 

eaba    .    . 

2 

60 

•54 

.62 

.68 

•75 

442 

493 

554 

599 

ivit      .    . 

24 

60 

.76 

.89 

.04 

.16 

1228 

1396 

1656 

1810 

emie     .     . 

2 

72 

•54 

.62 

.68 

•75 

57° 

640 

691 

ives     .    . 

24 

72 

.76 

.89 

.04 

.16 

'4'5 

1613 

1913 

2096 

See  Table  No.  43  for  flange  diameters,  bolt  circles,  etc. 

P-52 

All  weights  are  approximate. 

84 


U  N  I  T  I                                            CAS  T       IkoN 

I>  I  !•  1.       ANI)       FOUNDRY      COMPANY 

Standard    Flange  and   Spigot    1'ipc      Short    Lengths 
1 

1  

1      ( 

TABLE  No.  46 

J 

U 

m 
1 

Thickii' 

Wrights,    I'imniN 

\t 

IB 

Thickness,  In. 

Weights.  I'min.K 

D 

| 

a 

B 

Q 

Class 

Class 

Code 

S 

. 

U 

£ 

Terminal 

* 

A 

B 

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A 

B 

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D 

n 

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B 

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D 

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4 

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48 

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" 

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mar 

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13 

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124 

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158 

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ani 
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BCtl       .     . 

4 
4 
4 

18 

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30 

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36 

45 
54 

39 
49 
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emo     .     . 
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eor      .    . 

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a  10 
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16 
18 

u 

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300 

863 

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955 

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18 

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60 

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24 

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554 

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1660 

.ible  NIK  43  for  flange  diameters,  bolt  circles,  etc. 

P--53 

All  weights  are  approximate. 

UNITED       STATES      CAST      IRON      PIPE      AND 

FOUNDRY      COMPANY 

Hydraulic  Cylinders 

Hydraulic  Cylinders  in  lengths  to  12  feet 

For  Bored  Cylinders  Code,  Efov             For  Rough 

Cylinders  Code,  Egas 

Each  with  flanges  faced.       Drilled  to  order  only 

TABLE  No.  47 

i?l 

Scl 

•o 

V 

(« 

i-  a> 

"*$ 

"3  §0 

Approximate  Weight,  Pounds,  per 

*s. 

C5  3>«p 

a  «  a 

oj 

i. 

OJ  bCtfl 

•s,  ~  •— 

a;  iC 

Code 
Terminal 

51  = 
|jj|" 

5|S 
£  ^"° 

•O  to  V 

1*3 

0 

"**  C 
0) 
C. 

£ 

o 

Q 

sl| 

2S-S 

3  «  n 

05" 

C'o" 

l&s 

•*  s  - 

•H^a 

S&-0 
o  oS 

•sgl 

fta 

Foot 
Cylinder 
as 

Foot 
Cylinder 
when 

Rough 
Flange 

Finished 
Flange 

u 

D 

-   ° 

£     03 

£ 

* 

£feo 

hfefc. 

Cast 

Bored 

# 

ante    . 

i  .50 

12 

-75 

•50 

13.00 

17.00 

•  50 

•25 

9° 

61 

37 

31 

A-L 

aras    . 

i  .50 

12 

.81 

-56 

13-13 

17.00 

•  50 

•25 

100 

69 

36 

30 

A-L 

atore  . 

i  .50 

12 

.88 

•63 

13-25 

17.00 

•  50 

•  25 

106 

77 

35 

29 

A-L 

anha  . 

i   -5° 

12 

•94 

.69 

13-38 

17.00 

•  50 

.25 

116 

86 

34 

28 

L 

atico  . 

i   .50 

12 

.00 

•75 

13-50 

17.00 

•  50 

•  25 

123 

94 

33 

27 

A-L 

avel   . 

i   .50 

12 

•13 

.88 

13-75 

17.00 

•  50 

•25 

139 

1  10 

31 

26 

L 

afft     . 

i   .50 

12 

•25 

I.OO 

14.00 

17.00 

.50 

•25 

156 

127 

28 

24 

L 

anion 

I3-50 

'4 

•75 

•50 

15.00 

19.00 

•  50 

•25 

105 

4* 

35 

A 

anis    . 

I3-50 

M 

.88 

•63 

15-25 

19.00 

•  50 

•25 

123 

oo 

39 

S2 

L 

area    . 

I3-50 

'4 

.00 

•75 

15-50 

19.00 

•  50 

•25 

142 

108 

37 

30 

A 

aclie  . 

I3-50 

14 

•'3 

.88 

15-75 

19.00 

•  50 

•25 

161 

128 

35 

29 

L 

amus 

I3-50 

14 

•25 

I.OO 

16.00 

19.00 

•  50 

•  25 

181 

'47 

32 

27 

L 

atum  . 

15-50 

16 

•75 

•50 

17.00 

22.00 

•63 

.38 

119 

81 

65 

55 

L 

acho  . 

I5-50 

16 

.88 

•63 

17-25 

22.00 

•«3 

•38 

140 

IOI 

62 

52 

L 

aril     . 

I5-50 

16 

.00 

•75 

17-50 

22.00 

•63 

.38 

162 

123 

59 

49 

A-L 

abunt 

I5-50 

16 

•  13 

.88 

17-75 

22.00 

•63 

.38 

183 

'45 

56 

47 

L 

andum 

I5-50 

16 

•25 

i  .00 

18.00 

22.00 

.63 

.38 

205 

167 

53 

45 

L 

atur   . 

17-50 

18 

.00 

•75 

19.50 

24.00 

•63 

•38 

181 

138 

65 

55 

L 

avero 

17-50 

18 

.06 

.81 

19.63 

24.00 

•63 

•38 

193 

150 

64 

54 

L 

ari/n  . 

17-50 

18 

•'3 

.88 

19-75 

24.00 

•63 

•38 

205 

162 

63 

52 

A 

avert  . 

17-50 

18 

•25 

I.OO 

20.00 

24.00 

•63 

•38 

230 

1  86 

61 

49 

A 

arate  . 

17-50 

18 

•50 

'•25 

20.50 

24.00 

.63 

.38 

279 

236 

57 

44 

L 

atorem 

19.50 

20 

.00 

•75 

21.50 

26.00 

.63 

•38 

2OI 

'53 

71 

60 

A-L 

nnos    . 

19.50 

20 

•'3 

.88 

21.75 

26.00 

.63 

•38 

227 

179 

67 

56 

A-L 

abor  . 

19.50 

20 

•25 

i  .00 

22.00 

26.00 

•63 

•38 

254 

206 

63 

52 

A-L 

aharis 

21.50 

22 

•  '3 

.88 

23-75 

28.00 

•63 

•38 

249 

196 

73 

61 

A 

acity  . 

21.50 

22 

•  25 

i  .00 

24.00 

28.00 

•63 

•38 

279 

225 

68 

56 

A-L 

arage 

23.50 

24 

.00 

•75 

25-50 

30.00 

•63 

•38 

240 

182 

83 

70 

A 

agno  . 

23-50 

24 

•'3 

.88 

25-75 

30.00 

•63 

•38 

272 

213 

78 

66 

A-L 

avate 

23-50 

24 

.25 

I.OO 

26.00 

30.00 

•38 

303 

245 

73 

62 

A-L 

acibus 

23-50 

24 

•38 

1-13 

26.25 

30.00 

^63 

•38 

335 

277 

67 

57 

A-L 

alite  . 

23-50 

24 

.56 

26.63 

30.00 

•63 

•38 

384 

326 

64 

54 

L 

atima 

25-50 

26 

•25 

I.OO 

28.00 

32.50 

-75 

•50 

328 

265 

97 

83    ' 

L 

a  nil  ns 

25-50 

26 

•38 

1-13 

28.25 

32.50 

•75 

•  50 

362 

209 

90 

76 

A 

barla  . 

26.50 

27 

.25 

I.OO 

29.00 

33'5o 

•75 

•  50 

340 

274 

IOI 

86 

A 

barot 

26.50 

27 

•38 

I-  13 

29.25 

33-5° 

•75 

•  50 

376 

310 

95 

80 

L 

basan 

27-50 

28 

•25 

I.OO 

30.00 

34  'So 

.00 

•75 

352 

284 

119 

104 

L 

basse 

29.50 

30 

.06 

.81 

31.63 

36.50 

.00 

•75 

245 

136 

119 

A 

bara   . 

29-50 

30 

.19 

•94 

31.88 

36.50 

.00 

•75 

357 

284 

132 

"5 

L 

be  ran 

29-50 

30 

•25 

i  .00 

32.00 

36.50 

.00 

•75 

377 

304 

127 

no 

A-L 

bevel 

29.50 

30 

•38 

1-13 

32-25 

36.50 

.00 

•75 

416 

343 

120 

103 

A-L 

bero   . 

29.50 

30 

•  50 

1-25 

32.50 

36.5o 

.00 

•75 

453 

383 

"3 

99 

L 

bias    . 

32.50 

33 

•  25 

I.OO 

35-00 

39-50 

.00 

•75 

414 

333 

137 

120 

L 

biam  . 

35-50 

36 

•  25 

1  .00 

38.00 

44-5o 

.00 

•75 

450 

363 

2IO 

192 

L 

biolan 

35-50 

36 

•38 

1-13 

38.25 

44-50 

.00 

•75 

497 

409 

208 

182 

L 

biate  . 

35.50 

36 

•So 

1-25 

38.50 

44-50 

.00 

•75 

544 

456 

1  08 

'73 

L 

bione 

35-50 

36 

•75 

1.50 

39-00 

44-50 

.00 

•75 

639 

55' 

1  88 

,64 

L 

These  cylinders  can  be  bored  approximately  ys  inch  larger  or  smaller.     We  are  prepared  to  make  the  flanges  to  suit 

requirements  either  as  to  diameter  or  thickness.    Outside  diameters  cannot  be  changed,  but  a  combination  can  be  made  by  using 

a  pattern  with  a  smaller  core  than  shown  in  table.    In  some  cases  these  cylinders  can  be  made  as  long  as  15  feet. 

All  weights  are  approximate. 

86 


r  N  i  T  K 


BT  A  T  i:  s     r  A  s  T     I  k  <>  N     i'  i  I-  K     A  x 


r  x  i>  K  v     CO  M  ip  A  x  v 


Standard    Flanged 
Special   Castings 
for  Water 


Air   Chambers 
TABLE   No.  48.     Code  Word,  EjfCt 


Terminal 

A 

B 

C 

D 

i: 

Approx. 

•bor 

M 

36 

90 

,.,, 

3450 

•city     . 

'4 

90 

i  .58 

4700 

hart'.t     . 

30 

42 

99 

1.28 

4900 

basan 

3° 

42 

99 

1.78 

del 

36 

48 

to8 

I  -4J 

deral 

* 

48 

108 

1.96 

deru     . 

4' 

54 

4 

1  17 

"•55 

gasp 

dell 

42 

M 

4 

"7 

13500 

engr*    . 

i 

60 
60 

,.67 
2.38 

laooo 
17000 

4  to  >4  inches 


Standard  Flanged  '4  Curves  with  Foot 
TAB I.E  No.  50.     Code  Word,  Elat 


Code 
Terminal 

Xi.m'l 
I>iam 
Inches 

' 

t 

h 

Approx. 
Weight 

I'oUIHlS 

•me 

4 

D 

„ 

•52 

5-So 

M 

•tore     . 

6 

D 

12 

•55 

6.50 

nj 

avel 

8 

D 

.60 

7-50 

178 

area 

D 

14 

.68 

9.00 

270 

aril 

i 

D 

O.OO 

380 

•  no* 

4 

B 

16 

.66 

2.00 

435 

•bor 

4 

I) 

16 

.82 

2.  GO 

517 

bane 

bar* 
beige 

balk 

1 

8 
8 

R 
I) 
B 
D 

17 

2 

18 

'& 

3.00 
3.00 
4.00 
4.00 

bucu 

B 

.Bo 

5.00 

854 

bonne 

20 

D 

'•03 

5.00 

1005 

dero*    . 

B 

•I 

•  89 

"55 

delta     . 

4 

I) 

M 

i.ii 

r-v. 

T 

^ 

1 


Cylinder    Rolls 
TABI.K   No.  49.     Code  Word,  Egiv 

M.nle  in  Lengths  8  i 
Knits  only  art-  marhimul  to  square  them 


Terminal 

A 

t 

Weight  in 
I'oumls 
L=8  Feet 

Approx. 
Wright  in 

Ail.htionnl 

abarls    . 
•bor       . 

J2.00 

3'  -74 

•03 

5* 
3645 

4JI 

beran 

38.30 

4"! 

bell 

39-  '« 

.58 

582 

bril  .      . 

44-50 

.28 

542 

bio 

.78 

7°4 

dlcort 

50.80 

•4' 

687 

engra 
Iculo 
l<ta  . 
Hen 

57.10 
58.40 
63.40 

•9ft 

•55 

8739 

96. 
1225 

tra*  .      .      . 

64.82 

11455 

I** 

*>  to  48  inchi-s 


Standard    Flanged 
TABLE  No.  51. 


l/4   Curves  with    Foot 
Code  Word,  Elav 


Tormina! 

NmnM 

I  )Ultll. 

Inches 

• 

t 

r 

k 

h 

Approx. 
Weight 

I'otimls 

etra      .    . 

3» 

A 

.88 

36 

21.00 

1780 

ctrns     .     . 

jo 

B 

•°3 

3« 

2040 

enbln 

3» 

C 

.30 

3ft 

50.00 

21.00 

enjfo 

t«*r      •     . 

3" 
3« 

D 
A 

•37 
•99 

3ft 

48 

50.90 
67.90 

. 
14.  V 

>«°S 

.**> 

Icell      .    . 

3« 

B 

•«5 

48 

67.90 

H-V 

3500 

Itet   .     .     . 

3ft 

C 

•3ft 

48 

67.90 

34-5" 

4050 

IllUf       .      . 

3ft 

D 

-58 

48 

67.90 

14.50 

4615 

lapel 

4' 

A 

.10 

48 

67.90 

28.00 

hirel     .    . 

4' 

B 

.18 

48 

67.90 

28.00 

4670 

lanm     .     . 

«• 

C 

•  58 

48 

j8.no 

late*i 

4> 

D 

•78 

48 

67.90 

28.00 

O2OO 

ocet      .    . 

4« 

A 

.16 

48 

JI.JO 

543° 

omen 

48 

B 

•4» 

48 

67.90 

3'-S° 

ofer      .    . 

4* 

C 

•7' 

48 

67.90 

7010 

odl» 

48 

1) 

•9« 

48 

67.90- 

7780 

See  Table  No.  41  for  flange  tliameteri.  bolt  circles  etc. 


All  weights  are  approximate. 


P— 64  A 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Flanged  Special   Castings  for  Water 

^^-^X                                                        /f^- 

'S^T^y^                                ,  /  7^  /H 

Standard  Fl 
Standard   Manged   %    Curves 

P              '    Ot3    '^_ 

Curve,  Short 

anged   ^ 
Radius 

TABLE  No.    C2.     Code  Word,  Elib 
TABLE    No.   53.     Code   Word,  EIoc 

u 

-2  ai 

J  +J  tfl 

i-, 

~s  « 

*£  =" 

Code 
Terminal 

'=  S  £ 

C  C-2" 

o  c  o 

p  3  C 

*3" 

Class 

1 

r 

k 

Q.C  'O 

£  MO 

a-So 

Code 
Terminal 

si* 

o  5  o 
Z.SS 

a 

Class 

t 

1 

£MC 

HI 

ame     .     .     . 

4 

D 

.52 

16 

22.6o 

69 

ame      .     .    . 

4 

D 

.52 

it 

60 

atore  .     .    . 

6 

D 

•  55 

16 

22.6o 

101 

avel     .     .     . 

8 

D 

.60 

16 

22.60 

147 

atore    .     .     . 

6 

D 

•  55 

12 

89 

area     . 

10 

D 

.68 

16 

22.6o 

209 

aril      .     .    . 

12 

D 

•  75 

16 

22.60 

287 

avel      .     .     . 

8 

D 

.60 

13 

136 

anos    .     .     . 

14 

B 

.66 

18 

25.50 

315 

abor    .     .    . 

14 

D 

.82 

18 

25.50 

387 

area      .     .     . 

10 

D 

.68 

14 

200 

basse  .     .     . 

16 

B 

.70 

24 

34.00 

470 

bara    .     .     . 

16 

D 

.89 

24 

34.00 

604 

beige  .     .     . 

18 

B 

•  75 

24 

34.00 

558 

aril        .     .     . 

12 

D 

•  75 

15 

285 

balk     .     .     . 

18 

D 

.96 

24 

34-00 

707 

bucu   .     .     . 

20 

B 

.80 

24 

34-00 

670 

anos     .     .    . 

14 

B 

.66 

16 

297 

bonne      .     . 
deros  .     .     . 

20 

24 

D 
B 

1.03 
.89 

24 
30 

34.00 
42.40 

851 

1067 

abor      .     .     . 

14 

D 

.82 

16 

376 

della   .     .    . 
etra     .     .     . 

24 
30 

D 

A 

1.16 

.88 

30 
36 

42.40 
50.90 

1377 
1546 

basse    .     .     . 

16 

B 

.70 

17 

390 

etros  .     .     . 

30 

B 

1.03 

36 

50.90 

'799 

/ 

enbin  .     .     . 

30 

C 

i  .20 

36 

50.90 

2085 

engo   .     .     . 

30 

D 

1-37 

36 

50.90 

2367 

bara      .     .     . 

16 

D 

•89 

17 

492 

igar. 

36 

A 

•99 

48 

67.90 

2682 

beige    .     .     . 

18 

B 

•  75 

18 

474 

icell     . 

36 

B 

•  15 

48 

67.90 

3103 

icet      .     .     . 

36 

C 

.36 

48 

67.90 

3653 

balk      .     .     . 

18 

D 

.96 

18 

602 

illus    .     .     . 

36 

D 

-58 

48 

67.90 

4226 

lapel    .     .     . 

42 

A 

.  to 

48 

67.90 

3520 

bucu     .     .     . 

20 

B 

.80 

19 

589 

laret    .     .     . 

42 

B 

.28 

48 

67.90 

4077 

laron  ."    .     . 

42 

C 

•  54 

48' 

67.90 

4874 

latesi  .     .     . 
ocet    .     .     . 

42 

48 

D 

A 

1.78 
1.26 

48 
48 

67.90 
67.90 

5602 
4634 

bonne  .     .     . 

20 

D 

1.03 

19 

747 

omen  .     .     . 

48 

B 

1.42 

48 

67.90 

5201 

deros    .     .     . 

24 

B 

.89 

21 

851 

ofer    .     .     . 

48 

C 

1.71 

48 

67.90 

6216 

odis     .     .     . 

48 

D 

1.96 

48 

67.90 

6982 

della     .     .     . 

24 

D 

1.16 

21 

1090 

P-«5 

P-63 

See  Table  No.  43  for  flange  diameters,  bolt  circles,  etc. 

All  weights  are  approximate. 

88 


X  I    I    I.  1 1       ST  A   I    I.  >       C  A  S  T       IRON       1'  I  I'  1C       AND       K  (  >  I'  N  1)  R  V      C  O  M  P  A  X  Y 


Standard   Flanged  Special   Castings  tor  Water 


w^_      _ 

1  1 

T    1*»    7                             7  A  **2_   7                          • 

Vi     ~"~Y                          V  —  1"      —  V 

lit' 

1 

'It 

"1 

1  Curve                                                                                i't  Curve                                                                              A  Curve 

Standard   Flanged   Curves.     TABI.K   No.    <;4                         •                v 

~^  '"  / 

I  Curve.     Code.  Enwv 

,',  Curve.   i'<»!i-.l-meb 

-rr1 

~   ?    w 

t 

Code 

||? 

S*| 

*5~ 

Terminal 

r 

$»l 

r 

§11 

H  -si- 

p] 

I) 
1) 

•tore      '.      '. 

24 

8-4 

57 
»3 

48 
48 

8-7 

8-7 

57 
83 

A  Curve 

8 

12 

1) 

D 

.60 

.68 
-75 

•  vel 
•  rc« 
•  rll 

24 
24 
24 

8^4 
8-4 

121 
170 
238 

48 
48 

48 

8-7 
8-7 
8-7 

121 

'70 
238 

Jl  Curve.   Code.  Emlc 

A  Curve.  C 

•<!«•.  Emod 

14 

K 

.66 

•  no* 

36 

27.6 

34' 

r* 

28.1 

34' 

X   **    ' 

k 

14 

1) 

.82 

•bor 

'     7' 

28.1 

?•£"= 

B 

•  7" 

b«»*e 

3« 

27.6 

28.1 

418 

r 

k 

£.'?*  3 

r 

S.-5?5 

16 

1) 

•89 

HUB 

36 

r* 

28.1 

S»8 

E.r  ; 

18 

B 

•75 

be  fee 

3* 

27.6 

484 

7" 

28.1 

484 

«:*a. 

<-a. 

18 

D 

.96 

balk 

36 

.7.6 

612 

r> 

28.1 

611 

ao 

n 

.80 

bucu       .      . 

48 

30-7 

670 

96 

37-5 

670 

240 

47-05 

799 

480 

47.10 

799 

10 

D 

1.03 

bonne     .       . 

48 

36-7 

85' 

9« 

37-5 

851 

240 

47-05 

1019 

480 

47-1 

1019 

24 

B 

•89 

dero* 

60 

45-9 

1066 

no 

46.8 

1066 

240 

47-05 

1070 

480 

47-' 

1070 

I) 

delta 

60 

45-9 

'377 

no 

46.8 

'377 

240 

47-05 

1376 

480 

47.10 

•37« 

30 

A 

.88 

etra 

60 

45-9 

'337 

no 

46.8 

'337 

240 

47-05 

>3'4 

480 

47.10 

1314 

30 

B 

•03 

etro* 

60 

45-9 

'553 

no 

46.8 

'553 

240 

47-05 

'553 

480 

47-' 

'553 

30 

C 

.20 

cnhln 

60 

45-9 

'797 

120 

46.8 

'797 

240 

47-05 

'794 

480 

47-' 

•  794 

30 

36 

A 

•37 
•99 

engo       .      . 

•jo* 

60 

«o 

81 

2036 

120 

180 

46.8 
70.2 

2036 
2542 

240 

• 

47-05 
47-os 

1834 

480 
480 

47.10 
47.10 

.834 

36 

B 

,5 

kell 

9° 

68.9 

303, 

180 

TO.' 

3039 

240 

47-05 

2118 

480 

47.10 

2118 

36 

C 

-36 

Icet         .      . 

68.9 

3459 

180 

70.  a 

3459 

240 

47-05 

2485 

480 

47.10 

2485 

36 

D 

-58 

Illu* 

9» 

68.9 

3999 

180 

70.2 

3999 

240 

47-05 

2852 

480 

47-' 

2852 

A 

.  lo 

•Ml 

90 

68.9 

180 

70.1 

240 

47-05 

2426 

47-' 

4> 

B 

.28 

taret       .      . 

9° 

68.9 

3871 

180 

70.2 

3871 

240 

47-os 

2821 

480 

47.10 

2821 

42 

C 

.54 

taron 

4° 

68.9 

4616 

180 

70.2 

4616 

240 

47-05 

33'6 

480 

47-' 

33'' 

42 

-78 

late*) 

90 

68., 

53'4 

180 

70.2 

53'4 

240 

47-05 

3804 

480 

47-' 

3804 

48 

A 

.26 

ocet        .      . 

68.9 

4396 

180 

TO.* 

439° 

240 

47-05 

3201 

480 

47-  ' 

3201 

48 

R 

•42 

omen 

9° 

68., 

4935 

180 

70.2 

4935 

240 

47-05 

3565 

480 

47-1 

3565 

48 

C 

•7' 

»ler 

90 

68.9 

5897 

1  80 

70.2 

5897 

240 

47-os 

4»47 

480 

47-' 

4247 

48 

I) 

96 

odl* 

»o 

68.9 

77'9 

ilo 

70.2 

77'9 

240 

47-05 

4809 

480 

47.10 

4809 

54 

A 

•  35 

MBM 

9° 

68.9 

539» 

180 

70.2 

240 

47-os 

3953 

480 

47-' 

J9S» 

54 

B 

•55 

•and       .      . 

90 

68.9 

180 

70.2 

6082 

240 

47-os 

4442 

480 

47-' 

444* 

54 

C 

-9° 

•one       .      . 

90 

755' 

180 

755' 

240 

47-05 

5504 

480 

47- 

5504 

D 

•ta 

90 

68., 

8749 

180 

70.2 

8749 

240 

47-os 

6332 

480 

47.10 

6332 

to 

A 

•39 

ii  lode 

9° 

68.9 

6488 

do 

70.2 

6488 

240 

47-05 

4854 

480 

47.10 

4854 

60 

60 

B 
C 

.00 

ufre        . 
•  ton       .      . 

9° 

68.9 
68.9 

ft 

180 
180 

70.2 
70.2 

7*7' 
8965 

240 

47-os 
47-05 

5690 
6691 

480 

47.10 
47.10 

5690 
6691 

60 

D 

•38 

udrey 

90 

68.9 

10646 

180 

70.2 

10646 

47-05 

7778 

480 

47.10 

7778 

I  able  No.  43  for  flange  diameters,  bolt  circle*,  etc. 
All  weticht*  »rc  approximate. 


P— 66-67 


89 


UNI 

TED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

1 

1 

J\\    'f    *-&                      Standard   Flanged  Special  Castings  for  Water 

N—  /    M1  —  '  -H                            Standard   Flanged  1'ees  and  Crosses 

_u"        1   i 

Ti 

i   1             Tl 

[| 

See  Table  No.  43  for  Flange  Diameters,  Bolt  Circles,  Etc. 

^___P_j  —                                                                   .     ' 
^•c~~              ~  ~m[^\                    Sizes,  24  inches-  and  larger,  with  Ribs,  Bolts  through  Flats,  Etc.,  a's  required 

TABLE  No.   55 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Approximate 
Weight,  Lbs. 

Nominal 
Diameter 
Inches 

Approximate 
Weight,  Lbs. 

Class 

1 

P 

Tees 

Crosses 

Code 
Terminal 

Class 

1 

P 

Tees 

Crosses 

e 

f 

Code 

Code 

e 

f 

Code 

Code 

Ilimif 

Enab 

1  limit 

Enab 

ame 
aras 

4 
6 

4 

4 

D 
D 

II.  O 
12.  0 

II.  O 
12.0 

88 
124 

"4 

beige     . 
balk       . 

18 
18 

16 
16 

B 

D 

18.0 
18.0 

18.0 
18.0 

686 
852 

836 

IO22 

atore 

6 

6 

D 

12.  0 

12.  O 

137 

176 

bell 

18 

18 

B 

18.0 

18.0 

694 

851 

anha 

8 

4 

D 

13.0 

13.0 

166 

192 

belon     . 

18 

18 

D 

18.0 

18.0 

873 

1063 

atico 

8 

6 

D 

13.0 

I3.0 

'75 

2IO 

beure     . 

20 

6 

B 

19.0 

19.  o 

752 

avel 

8 

8 

D 

13.0 

13.0 

"95 

250 

herd       . 

20 

6 

D 

19.0 

19.0 

900 

944 

afft 

o 

4 

D 

14.0 

14.0 

251 

277 

biene     . 

io 

8 

B 

19.0 

19.0 

729 

784 

anioi 

i  .     . 

o 

6 

D 

14.0 

14.0 

269 

303 

bill 

20 

8 

D 

19.0 

19.0 

916 

976 

anis 

o 

8 

D 

14.0 

14.0 

280 

335 

binal      . 

20 

o 

B 

19.0 

19.0 

746 

818 

area 

o 

10 

D 

I4.0 

14.0 

300 

355 

bin! 

20 

o 

D 

19.  o 

19.0 

941 

1026 

aclie 

2 

4 

D 

15.0 

15.0 

351 

377 

bio         ... 

20 

2 

B 

19.0 

19.  o 

779 

885 

amus 

2 

6 

D 

15.0 

15.0 

364 

403 

biros 

2O 

2 

D 

19.0 

19.0 

991 

1127 

atuni 

. 

2 

8 

D 

15.0 

15.0 

380 

435 

brito      . 

2O 

4 

B 

19.0 

19.0 

789 

899 

acho 

2 

10 

D 

15.0 

15-0 

397 

469 

brom     . 

2O 

4 

D 

19.0 

19.0 

1026 

1196 

aril 

2 

12 

D 

IS.O 

15.0 

426 

528 

buron    . 

2O 

6 

B 

19.0 

19.0 

824 

974 

abunt    . 

4 

4 

B 

16.0 

16.0 

374 

400 

borol 

2O 

6 

D 

19.0 

19.0 

1056 

1256 

andu 

m 

4 

4 

D 

16.0 

16.0 

455 

481 

bucu 

2O 

8 

B 

19.0 

19.0 

838 

995 

atur 

4 

6 

B 

16.0 

16.0 

387 

426 

bonne    . 

2O 

8 

D 

19.0 

19.0 

1080 

1303 

aver 

0      . 

4 

6 

D 

16.0 

16.0 

468 

507 

bril 

20 

20 

B 

19.0 

19.0 

873 

1072 

arizo     . 

4 

8 

B 

16.0 

16.0 

403 

458 

bunt 

2O 

2O 

D 

19.0 

19.0 

1108 

1360 

aver 

4 

8 

D 

16.0 

16.0 

484 

539 

back      . 

24 

6 

B 

21  .O 

2     .O 

1013 

1052 

arate 

4 

10 

B 

16.0 

16.0 

420 

492 

biolus    . 

24 

6 

D 

21  .O 

2     .0 

1300 

1344 

atore 

m 

4 

10- 

D 

16.0 

16.0 

501 

573 

buls       . 

24 

8 

B 

21  .O 

2     .O 

1029 

1084 

anos 

4 

12 

B 

16.0 

16.0 

449 

berto     . 

24 

8 

D 

21  .O 

2     .0 

1316 

I376 

abor 

4 

12 

D 

16.0 

16.0 

530 

632 

borne    . 

24 

10 

B 

21  .O 

2     .O 

1046 

1118 

abaris   . 

4 

14 

B 

16.0 

16.0 

451 

555 

card 

24 

10 

D 

21  .O 

2    .O 

1341 

1426 

acity 

4 

14 

D 

16.0 

16.0 

557 

681 

cana 

24 

12 

B 

21.0 

2     .0 

1079 

1185 

arage    . 

6 

4 

B 

17.0 

17.0 

482 

508 

carlo 

24 

12 

D 

21.  0 

2     .O 

1391 

1527 

agno 
avate    . 

6 
6 

4 
6 

D 
B 

17.0 
17.0 

17.0 
17.0 

582 
495 

608 
534 

cape 
clft 

24 
24 

'4 

M 

B 

D 

21.0 
21.  O 

2     .0 
2     .O 

1091 
1426 

1209 
1596 

acibus  . 

6 

6 

D 

17.0 

17.0 

599 

638 

cire 

24 

16 

B 

21  .O 

2     .O 

1124 

1274 

alite 

6 

8 

B 

17.0 

17.0 

5" 

566 

dea         ... 

24 

16 

D 

21  .O 

2     .O 

1454 

'654 

atitn 

a    . 

6 

8 

D 

17.0 

17.0 

616 

676 

del         ... 

24 

18 

B 

21.  0 

2     .O 

"35 

"95 

andos    . 

6 

lo 

B 

17.0 

17.0 

528 

600 

deral     .        .        . 

24 

18 

D 

21.0 

2     .0 

1690 

1963 

bur  la      . 

6 

10 

D 

17.0 

17.0 

64j 

726 

deros     .        .        . 

24 

20 

B 

21.  0 

2     .O 

"73 

1372 

barot     . 
basan    . 
basse     . 

6 
6 
6 

12 
12 

B 
D 
B 

17.0 
17.0 
17.0 

17.0 
17.0 
17.0 

557 
657 

559 

659 
759 
663 

della      . 
dicort    . 
digli      . 

24 
24 
24 

20 

24 

D 
B 
D 

21  .O 
21.  0 
21  .O 

2     .O 
2    .0 
2     .O 

1721 

1243 
1820 

2028 
1512 

2226 

tan 

6 

14 

D 

17.0 

17.0 

671 

786 

deur 

3° 

12 

A 

19.5 

24.0 

1225 

1321 

beran    . 

6 

16 

B 

17.0 

17.0 

589 

722 

dra         ... 

3° 

12 

B 

19-5 

24.0 

1420 

1510 

bevel     . 

6 

16 

D 

17.0 

17.0 

716 

876 

dolt 

3° 

12 

C 

19-5 

24.0 

1679 

1720 

bero 

8 

4 

B 

18.0 

18.0 

562 

588 

dade 

3° 

12 

D 

19-5 

24.0 

1800 

1879 

bias 

8 

4 

D 

18.0 

iS.'o 

708 

734 

dangis  . 

3° 

Z4 

A 

22.5 

2O.O 

1405 

1520 

biam 

8 

6 

B 

18.0 

18.0 

575 

614 

darb      . 

3° 

T4 

B 

22.5 

26.O 

1609 

1724 

biolan   . 

8 

6 

D 

18.0 

18.0 

726 

77° 

dobs 

3° 

M 

C 

22.5 

26.0 

1773 

2013 

biate     . 

8 

8 

B 

18.0 

18.0 

59i 

646 

dofen     . 

3° 

'4 

D 

22.5 

26.0 

2152 

2372 

biont 

8 

8 

D 

18.0 

18.0 

742 

802 

dort 

3° 

16 

A 

23-5 

26.O 

1502 

1742 

bonca    . 

8 

10 

B 

18.0 

18.0 

608 

680 

dalt 

3° 

16 

B 

23-5 

26.0 

1726 

1876 

holla      . 

8 

10 

D 

18.0 

18.0 

767 

852 

dean 

3° 

16 

C 

23-5 

26.0 

2OOO 

2171 

brona    . 

8 

12 

B 

18.0 

18.0 

°37 

739 

dique     . 

30 

16 

D 

23-5 

26.0 

2305 

2541 

begi 
belag     . 

8 
8 

12 
14 

D 
B 

18.0 
18.0 

t8.o 
18.0 

783 
643 

885 

751 

dering  . 
dellos    . 

30 
3° 

18 
18 

A 
B 

24.5 
24-5 

26.0 
26.O 

1555 
1794 

1718 
1967 

belas     . 

8 

14 

D 

18.0 

18.0 

8,7 

952 

chain 

3° 

18 

C 

24-5 

26.0 

2055 

2435 

All  weights  are  approximate.                                                                                                                                                                       P  —  70-72 

N  i  i  K  1  1     s  T  A  T  K  s     CAST     IRON     PIPE    AND     FOUNDRY    c  o  M  P  A  N  Y 

Standard   Flanged  Special   Castings  for  Water 

Standard   Flanged  Tees  and  Crosses 

See  Table  No,  41  for  Flaunt-  DiameterH,  Bolt  Circles,  Ktc. 

.  24  inches  and  larger,  with  Kibs,  Bolts  through  Flats,  Ktc..  an  required 

TABLE  No.  55  —  Continued 

Inches 

Approximate 
weigh; 

niutm-ti-r 

Iru-hfs 

Apnroxiniatr 
wWht.  I.l.s. 

nioal 

Class 

1 

P 

Tees 

Terminul 

Clans 

1 

P 

e 

f 

Cod* 

e 

f 

1  mm 

Enab 

1  mul 

Enab 

entlb 

30 

18 

D 

24-5 

26.0 

2386 

2670 

Ista 

18 

A 

25- 

33.0 

2668 

2804 

entls 

30 

ao 

A 

25-5 

26.0 

1608 

Idum 

18 

B 

as. 

33.0 

3°7S 

3217 

eota 

30 

20 

1! 

25- 

26.0 

.856 

ao6o 

Itant      . 

18 

c 

3849 

4212 

erem 
etorl 

30 
30 

ao 

ao 

1 
I) 

as- 

25- 

26.0 
26.0 

"f 

2568 

2826 

as 

18 
ao 

A 

35- 

96.    > 

2986 

elra 

30 

34 

A 

*7- 

26.0 

'749 

1986 

kites     . 

ao 

K 

l6i 

33.0 

339' 

etros     . 

30 

'4 

B 

27- 

26.0 

2013 

kem 

ao 

26. 

32.0 

4454 

cnhlu 

3° 

14 

C 

27- 

20.0 

2880 

kunger 

20 

D 

26. 

459' 

5069 

engo 

30 

24 

I  > 

ao.o 

3'7* 

linos 

24 

A 

28. 

32.0 

engra    . 

3° 

A 

SO- 

3°-5 

1989 

2328 

llnw      . 

14 

B 

28. 

32.0 

3450 

3700 

rrln 

30 

3° 

B 

SO. 

30.5 

2764 

lock 

C 

28. 

32.0 

4340 

4875 

ernol 

3° 

30 

C 

30. 

30.5 

lack 

>4 

D 

28. 

32.0 

4954 

5541 

ernu 

30 

30 

D 

30. 

30.5 

3261 

3940 

lard 

3° 

A 

3'. 

36.5 

elaio     . 

3« 

1  1 

A 

19. 

27.0 

1678 

'774 

lake       . 

3° 

B 

42*11 

euro     . 
e*ta 

36 
3« 

u 
\i 

B 

'9- 
19. 

27.0 
27.0 

2028 

lamle    . 
lante     . 

3° 

C 
D 

SI- 
S'- 

3«-5 
3«-5 

494' 

erata 

36 

\t 

D 

19. 

27.0 

2623 

2784 

lapel 

A 

34. 

3«.5 

3735 

42*4 

erolla    . 

3« 

'4 

A 

11. 

29.0 

1898 

taret       . 

3» 

B 

34. 

3«.S 

4»95 

4846 

ariale    . 

3f> 

4 

B 

11. 

29.0 

2180 

2318 

laron 

3« 

C 

34. 

36.5 

5493 

6S30 

erarla    . 

3« 

4 

C 

11. 

29.0 

2550 

2710 

latest     ! 

3« 

D 

34. 

36.5 

6348 

7469 

esco* 

3« 

4 

D 

22. 

29.0 

3035 

33'S 

traha     . 

42 

A 

37* 

37-0 

. 

ehas 

3« 

6 

A 

23- 

29.0 

.980 

.M.'S 

learn      . 

4' 

B 

37- 

37.0 

5023 

6046 

cntl>      . 

3« 

6 

B 

23- 

29.0 

2269 

Ueu 

4' 

C 

37- 

37.0 

6114 

743° 

lod          .        .        . 

36 

6 

C 

23-5 

29.0 

2866 

leal 

42 

D 

37- 

37-o 

7073 

8608 

ilrn 

3« 

6 

H 

23-5 

29.0 

3209 

3505 

nary      . 

48 

16 

A 

24- 

35-0 

3365 

3520 

form 
falcon    . 

36 

8 

a 

A 
K 

'4-5 
24.5 

29.0 
29.0 

3058 

253° 

nols 
nuse      . 

48 
48 

16 

H 
C 

34- 

35-0 
35-o 

39°8 
SonS 

taut 

36 

8 

•4-9 

19.0 

>979 

nade      . 

48 

16 

D 

24. 

35-0 

5688 

gabas    . 

3« 

8 

D 

24-5 

29.0 

3304 

37'7 

nlon       . 

48 

18 

A 

as- 

35-0 

3«3» 

gamos 

3« 

ao 

A 

25-5 

29.0 

2147 

234° 

Mil 

48 

18 

B 

25- 

35-0 

3860 

4034 

gareo    . 

3« 

ao 

B 

•J.] 

29.0 

2458 

2662 

nera 

48 

18 

C 

as- 

35-o 

4830 

5204 

ge«a      . 

3« 

ao 

C 

2V5 

29.0 

3°59 

3477 

onbtus 

48 

18 

D 

25- 

3S-o 

5493 

5916 

Inter      . 

20 

D 

'5-5 

29.0 

3483 

39'9 

o.ttet 

48 

20 

A 

26. 

35.0 

3932 

Igab 

A 

27-5 

29.0 

2583 

ovla 

48 

20 

B 

36. 

35-0 

Igadu     . 

'4 

B 

27-5 

29.0 

2,28 

"pir-.       .         .         . 

48 

ao 

C 

36. 

SS-o 

557* 

Igam 

3« 

'1 

C 

'7-5 

29.0 

3l84 

3782 

oten 

48 

ao 

D 

26. 

3J.O 

57*2 

6312 

Igand 

3« 

14 

D 

'7-5 

29.0 

3755 

4JOO 

orgen 

48 

J4 

A 

28. 

SS-o 

3916 

4186 

Igar 
Icell 

30 
30 

A 

H 

30.5 
30-5 

33-5 
33-5 

2577 
)••' 

3610 

olare      . 

48 
48 

34 
24 

B 
C 

28. 
28. 

35-0 
SS.o 

4329 

4599 

Icet 

3ft 

3° 

C 

30.5 

33-5 

373° 

4405 

»nnlc     . 

48 

24 

D 

38. 

3S-0 

«'53 

6818 

Illus 

36 

SO 

D 

30-5 

33-5 

4301 

5030 

orios      . 

48 

3° 

A 

SI- 

39-5 

• 

4761 

kul"      . 

3« 

A 

33-5 

2864 

olios      . 

48 

30 

B 

39-5 

5084 

5737 

laba 

3* 

3« 

B 

33-5 

35" 

4206 

orium    . 

48 

30 

C 

S'- 

39-5 

6110 

0925 

Ilia 

3« 

3« 

r 

33-5 

33-5 

4228 

S«34 

ocda 

48 

3° 

D 

31- 

39-5 

7845 

Itude 

3« 

D 

4908 

5947 

oltoe     . 

48 

3« 

A 

34. 

39-5 

4823 

5398 

Irrm 

4 

12 

A 

ao.o 

30.0 

"43 

ocol 

48 

36 

B 

34. 

39-5 

6508 

tear 

4 

1  1 

B 

ao.o 

30.0 

onet 

48 

36 

C 

34. 

39-5 

6839 

7990 

MM 

12 

C 

ao.o 

30.0 

3037 

3'4' 

obe» 

48 

36 

D 

34. 

39-5 

7755 

9005 

Itlo 

12 

D 

ao.o 

30.0 

3554 

ocet       .       .       . 

48 

43 

A 

37- 

40... 

5244 

593° 

Idou* 

14 

A 

23.0 

2491 

2598 

omen     . 

48 

4» 

B 

37- 

40.0 

6161 

7197 

t 

'4 
'4 

B 

a3-o 

t86o 
3406 

2987 
3540 

ofer 
odls 

48 

41 

D 

37- 
37- 

40.0 
40.0 

7428 
8478 

8738 
9988 

itero*     . 

'4 

ii 

23.0 

4°85 

4439 

tlgab     . 

48 

48 

A 

40.0 

5578 

lbu< 

16 

A 

24.0 

259' 

17" 

tori*     . 

48 

48 

B 

40- 

40.0 

6683 

7977 

kant     . 

16 

B 

24.0 

2972 

tras 

48 

48 

C 

40. 

40.0 

8102 

9701 

Idilv        . 

16 

i 

32.0 

3706 

trud 

48 

48 

D« 

40. 

40-0 

Itlvo 

i" 

D 

4547 

All  weights  are  approximate.           'Made  in  steel.                                                                                                                   P—  70-72 

UNITED      STATES 

CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

•    .     1 

\ 

•            Standard  Flanged  Special  Castings  for  Water 

-ip-H 

T~/ 

Standard   Flanged  Tees  with   Bases 

ir     if 

See  Table  No.  43  for  Flange  Diameters,  Bolt  Circles,  Etc. 

! 

!     •*             '! 

•;, 

II 

^|                   TABLE  No.  56.      Code  Word,  Enec 

Nominal 

Class 

Nominal 

Diameter 

3  -C*O 

Diameter 

-  .C  ~Z 

Code 
Terminal 

Inches 

1 

P 

h 

a-5§ 

Code 
Terminal 

Inches 

Class 

1 

P 

h 

r.  ac 

S-  3  5 

e 

f 

&& 

e 

f 

<**- 

ame      .    .    . 

4 

4 

D 

ii 

ii 

5-50 

108 

bill 

20 

8 

D 

19.0 

19.0 

15.0 

1146 

aras     .    .    . 

6 

4 

D 

12 

12 

6.50 

'54 

binal   .    .    . 

20 

o 

B 

19.0 

19.0 

15.0 

976 

atore    .    .    . 

6 

6 

D 

12 

12 

6.50 

167 

bin!     .    .    . 

20 

0 

D 

19.0 

19.0 

15.0 

anha    .    .    . 

8 

4 

D 

13 

13 

7.5o 

206 

bio       ... 

20 

2 

B 

19.0 

19.0 

15.0 

1009 

atico    .    .    . 

8 

6 

D 

13 

7-50 

215 

biros   .    .    . 

20 

2 

D 

19.0 

19.0 

15.0 

1221 

avel     .    .    . 

8 

8 

D 

13 

13 

7-5° 

235 

brito   .    .    . 

20 

4 

B 

19.0 

ig.o 

15.0 

IOI9 

Mill            ... 

IO 

4 

D 

'4 

14 

9.00 

3" 

brom  .    .    . 

20 

4 

D 

19.0 

19.  o 

15.0 

1256 

anion  .    .    . 

IO 

6 

D 

M 

14 

9.00 

329 

buron  .     .     . 

20 

6 

B 

19  o 

19.0 

15.0 

.054 

anls     .    .    . 

IO 

8 

D 

14 

14 

9.00 

34° 

borol   .    .    . 

20 

6 

D 

19.  o 

19.0 

15.0 

1286 

area     .     .     . 

IO 

10 

D 

14 

9.00 

360 

bucu    .    .    . 

2O 

8 

B 

19.0 

19.0 

15.0 

I068 

aclie     .    .    . 

12 

4 

D 

15 

15 

0   0 

43° 

bonne      .    . 

2O 

18 

D 

19.0 

19.0 

15.0 

1310 

amus   .    .    . 

12 

6 

D 

15 

15 

o.o 

444 

bril      ... 

20 

20 

B 

19.0 

19.0 

15.0 

II03 

atuin    .     .     . 

12 

8 

D 

15 

15 

o.o 

460 

bunt    .    .    . 

2O  . 

20 

D 

19.0 

19.0 

15.0 

1338 

acho     .    .    . 

12 

IO 

D 

15 

15 

o.o 

477 

back    .    .    . 

24 

6 

B 

21.0 

2     .0 

17-5 

>3'3 

aril       .     .     . 

12 

12 

D 

IS 

15 

o.o 

506 

biolus      .    . 

24 

6 

D 

21.  0 

2     .O 

J7-5 

1600 

abunt  .    .    . 

'4 

4 

B 

16 

16 

12.  O 

500 

buis     . 

24 

8 

B 

21.  0 

2     .O 

.7-5 

1329 

andum     .    . 

14 

4 

D 

16 

16 

12.0 

585 

berto  .    .    . 

24 

8 

D 

21.0 

2     .O 

1616 

atur     .    .    . 

14 

6 

B 

16 

16 

12.  0 

517 

boine  .     .     . 

24 

IO 

B 

21.  0 

2     .O 

'7-5 

1346 

avero  .    .    . 

6 

U 

16 

16 

12.0 

598 

card     .    .    . 

24 

10 

D 

21.0 

2     .O 

17-5 

1641 

arizo    .    .    . 

"4 

8 

B 

16 

16 

12.  O 

533 

cana    .    .    . 

24 

12 

B 

21.  0 

2     .O 

17-5 

'379 

averl    .     .    . 

14 

8 

D 

16 

16 

12.  O 

614 

carlo   .    .    . 

24 

12 

D 

21.  O 

2    .O 

17-5 

1691 

arate    .    .    . 

14 

o 

B 

16 

16 

12.  0 

55° 

cape    .    .    . 

24 

14 

B 

21  ,O 

2     .O 

'7-5 

1391 

atorem     .    . 

14 

o 

D 

16 

16 

12.0 

631 

cift      .    .    . 

24 

'4 

D 

21.  0 

2     .O 

17-5 

1726 

anos     .    .    . 

14 

2 

B 

16 

16 

12.  0 

579 

cire      .    .    . 

24 

16 

B 

21.  0 

2     .O 

17-5 

1424 

abor     .    .    . 

"4 

2 

D 

16 

16 

12.0 

660 

dea      ... 

24 

16 

D 

21.0 

2     .O 

'7-5 

'754 

abaris  .    .    . 

14 

4 

B 

16 

16 

12.0 

581 

del 

24 

18 

B 

21.0 

2     .0 

.7-5 

.435 

acity    .    .    . 

H 

4 

D 

16 

16 

12.  O 

687 

deral   .     .     . 

18 

D 

21.  O 

2     .O 

17-5 

1940 

arage  .    .    . 

16 

4 

B 

17 

17 

'3  o 

642 

deros  .    .    . 

24 

20 

B 

21.0 

2     .0 

.7-5 

.473 

agno    .    .    . 

16 

4 

D 

17 

17 

"3  o 

742 

delta    .    .    . 

24 

20 

D 

21.  O 

2     .O 

17-5 

'975 

avate  .    .    . 

16 

6 

B 

17 

13.0 

655 

dicort  .    .    . 

24 

24 

B 

21.0 

2     .0 

'7-5 

.543 

aclbus 

16 

6 

D 

'7 

"7 

13.0 

759 

digit    .    .    . 

24 

24 

D 

21.0 

21.0 

17-5 

2070 

alite     .     .     . 

16 

8 

B 

'7 

13.0 

671 

deur    .    .    . 

3° 

12 

A 

'9-5 

24.0 

2     .O 

1385 

atima  .     .     . 

16 

8 

D 

'7 

17 

I3-° 

776 

dra      ... 

3° 

12 

B 

.9-5 

24.0 

2     .O 

1580 

andos  .    .    . 

16 

IO 

B 

17 

'7 

13  -o 

688 

dolt     .    .    . 

3° 

12 

C 

'9-5 

24.0 

2     .0 

1839 

harla    .     .     . 

16 

10 

D 

'7 

13.0 

801 

dade    .    .    . 

12 

D 

'9-5 

24.0 

2     .O 

1960 

barot   .    .    . 

16 

12 

B 

i? 

17 

13.0 

717 

dangis     .     . 

3° 

14 

A 

22.5 

26.0 

2     .O 

1565 

basan  .     .     . 

16 

12 

D 

17 

'7 

13.0 

8-7 

darb    .    .    . 

30 

14 

B 

22.5 

26.O 

2     .O 

1770 

basse  .    .    . 

16 

M 

B 

17 

13.0 

719 

dobs    .    .    . 

3° 

.4 

C 

22.5 

26.O 

2     .O 

'935 

bara     .     .     . 

16 

'4 

D 

17 

r7 

13.0 

831 

dofen  .    .    . 

3° 

14 

D 

22.5 

26.0 

2     .O 

23.5 

beran  .    .    . 

16 

16 

B 

17 

17 

749 

dort     .    .    . 

3° 

16 

A 

23.5 

26.0 

2     .O 

1660 

bevel    .     .     . 

16 

16 

D 

i? 

"7 

13.0 

876 

dalt     .    .    . 

3° 

16 

B 

23-5 

26.0 

2     -O 

1885 

bero     .     .     . 

18 

4 

B 

18 

18 

14.0 

672 

dean    .     .     . 

30 

16 

C 

23-5 

26.0 

2     .O 

2160 

bias      .     .     . 

18 

4 

D 

18 

18 

14.0 

908 

dique  .    .    . 

3° 

16 

D 

23-5 

26.0 

2     .O 

2465 

hiam     .     .     . 

18 

6 

B 

18 

18 

14.0 

775 

derlng     .    . 

3° 

18 

A 

24-5 

26.O 

2     .O 

'735 

biolan  .    .    . 

18 

6 

D 

18 

18 

14,0 

926 

dellos  .    .    . 

30 

18 

B 

24-5 

26.0 

2     .O 

1975 

blate    .    .    . 

18 

8 

B 

18 

18 

14.0 

791 

ebam  .    ,    . 

3° 

18 

C 

24-5 

26.0 

2     .O 

2235 

bione  .    .    . 

18 

8 

D 

18 

18 

14.0 

942 

entib  .    .    . 

3° 

18 

D 

24-5 

26.0 

2     .O 

2565 

bonca  .    .    . 

18 

IO 

B 

18 

18 

14.0 

808 

entis  .    .    . 

3° 

20 

A 

25-5 

26.0 

2     .O 

1790 

bolla    .    .    . 

18 

IO 

D 

18 

18 

14.0 

967 

eola     .    .    . 

3° 

20 

B 

25-5 

26.O 

2     .O 

2035 

brona  .    .    . 

18 

12 

B 

18 

18 

14.0 

837 

erem   .    .    . 

3° 

2O 

C 

25.5 

26.O 

2     .O 

2410 

begl     .    .    . 

18 

12 

D 

18 

18 

14.0 

983 

etori    .    .    . 

3° 

2O 

D 

25-5 

26.0 

2     .O 

2670 

belag   .     .     . 

18 

J4 

B 

18 

18 

14.0 

843 

ctra      .     .     . 

3° 

24 

A 

27.5 

26.O 

2     .O 

1990 

belas    .     .     . 

18 

M 

D 

18 

18 

14.0 

1017 

etros  .    .    . 

3° 

24 

B 

27.5 

26.0 

2     .0 

2250 

beige   .    .    . 

18 

16 

B 

18 

18 

14.0 

886 

rilhitl  .      .      . 

3° 

24 

C 

27-5 

26.O 

2    .O 

2700 

balk     .    .    . 

18 

16 

D 

18 

18 

14.0 

1052 

engo    .    .    . 

3° 

24 

D 

27.5 

26.0 

2     .0 

2975 

bell      .    .    . 

18 

iS 

B 

18 

18 

14.0 

894 

engra  .    .    . 

3° 

3° 

A 

3°-5 

3°-5 

2     .0 

2230 

belon   .    .    . 

18 

18 

D 

18 

18 

14.0 

'°73 

erin     .     .     . 

3° 

3° 

B 

3°-5 

3°-5 

2    .0 

2590 

beure  .    .    . 

20 

6 

B 

19 

'9 

15.0 

943 

ernol   .     .     . 

3° 

30 

C 

3°-5 

3°-5 

2     .O 

3090 

herd     .     .     . 

2O 

6 

D 

19 

'9 

15.0 

1130 

ernu    .     .     . 

3° 

3° 

D 

3°-  5 

3°-5 

2     .0 

35.0 

biene   .    .    . 

20 

8 

B 

19 

15.0 

959 

elazo  .     .     . 

36 

12 

A 

19-5 

27.0 

2     -5 

1860 

All  weights  are  approximate.                                                                                                                                                        P—  71-72  A 

92 


FATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard   Flanged  Special  Castings  for  Water 

Standard   Flanged  Tees  with   Bases 

Sec  Table  X...  <t  for  Piling-  l> 

1  'ABLE   No.   56  —  Continued.     Code  Word,   EflCC 

Terminal 

Inal 
'i-ter 
Im-hes 

1 

P 

h 

m 

o.'S  = 

Terminal 

Nominal 
Diameter 
In  i-  he* 

Clam 

, 

P 

h 

~-l~- 
a|g 

C--      ' 

f 

?.*-- 

e 

f 

<*•- 

c^trtt    .     .     . 

3« 

IJ 

H 

19.5 

27.0 

aoos 

kunger 

ao 

I) 

a6. 

28.0 

4870 

Ota 

3« 

IJ 

lg.fi 

'4  •'• 

04  ao 

MM 

24 

A 

28. 

33"" 

erata 

3« 

It 

D 

10.5 

J4-S 

2805 

II  nw 

24 

B 

28. 

28.0 

3850 

erolla 

36 

14 

A 

19.0 

jog) 

lock 

»4 

C 

28. 

28.0 

eriale 

* 

14 

B 

•9.0 

>3*> 

lack 

24 

D 

28. 

33.0 

28.0 

erarla 

36 

14 

11.  5 

«9-° 

24-5 

lard 

30 

A 

3'- 

36-5 

28.0 

3770 

t  ^  ,  * 

36 

4 

D 

•9.0 

lake 

3° 

B 

3«- 

3*-5 

28.0 

atM 

36 

6 

A 

»3-5 

19.0 

•no 

lantie  . 

30 

C 

3'- 

36-S 

28.0 

rnllv 

36 

6 

It 

19.0 

(ante 

3» 

D 

3'- 

3«-5 

28.0 

I.Hl 

3« 

6 

19.0 

3so 

lapel 

3« 

A 

3*-5 

a8.o 

433S 

Urn 

36 

6 

I) 

19.0 

»4-5 

3440 

larel 

3« 

K 

».  . 

3«-5 

28.0 

4795 

form 

36 

8 

A 

>4-'i 

29.0 

a»9o 

larom 

3« 

C 

34. 

3«-5 

28.0 

5995 

Mora 

36 

8 

11 

'4-5 

19.0 

J4-S 

159° 

latoi 

3« 

I) 

34- 

38.0 

68  50 

taut 

36 

8 

c 

39.0 

'4-5 

3°<» 

lea  ha 

4a 

A 

37- 

37-0 

28.0 

4685 

(•baa  . 

J6 

8 

D 

'4-5 

JO.O 

353" 

learn 

4 

4' 

B 

37- 

37-o 

28.0 

5*25 

fmmot      .    . 

3« 

JO 

A 

'5-5 

K).o 

'4   S 

lien 

4 

4> 

C 

37- 

37-o 

28.0 

671$ 

garco  .    .    . 

36 

30 

K 

JS-S 

J9.o 

1690 

leal 

4 

43 

D 

37- 

37.0 

7*75 

EC 

$ 

ao 
ao 

D 

25-5 

•9.0 
>9.o 

3»90 
37'5 

nary 
nol.o 

4* 
4« 

>6 
16 

A 
B 

a4- 

»4- 

35-0 
35.0 

3<-S 
3>-S 

3795 
4305 

iK.ih 

3« 

'4 

A 

J7-5 

•9.0 

J4    ^ 

mite     .    .    . 

48 

16 

C 

34- 

3S-o 

3"-S 

5100 

iltadu  .     .     . 

3« 

II 

'7-5 

J9.o 

»4-5 

nade         .     . 

48 

D 

34- 

35-o 

3«-S 

57>5 

Igam 

3« 

'7-5 

•9.0 

14-5 

362} 

nlon 

48 

18 

A 

as- 

35.0 

3'  -5 

ig.ml 

3* 

24 

D 

'7-S 

19.0 

>4-S 

4<>9i 

nell      ... 

48 

18 

B 

3J- 

35-0 

3>-5 

4390 

iKar 

3« 

30 

A 

3°-S 

•>4-S 

nera     .    .    . 

48 

18 

C 

as- 

35-o 

3«-S 

5260 

ice  II 

36 

3» 

1! 

3°-5 

33-5 

»4-5 

345" 

onblu*     .    . 

48 

18 

I) 

as- 

35-o 

3>-S 

Icet 

36 

.*>•$ 

4070 

oatet    .    .    . 

48 

ao 

A 

a6. 

35-o 

3'-S 

4°7° 

Illun 

36 

D 

3°-S 

14-5 

4640 

ovla     .    .    . 

48 

ao 

B 

16. 

35.0 

3'-S 

438$ 

kulo    .    .     . 

3» 

3« 

A 

33-5 

opiro    .    .    . 

48 

ao 

C 

36. 

35-" 

3'-S 

SI'S 

lab* 

36 

36 

B 

«4-5 

3910 

oten     .    .    . 

48 

D 

t6. 

35-0 

3>-S 

6190 

Ilia 

3ft 

3« 

C 

33-S 

14  5 

4630 

orgen  .    .    . 

48 

•4 

A 

*B. 

35.0 

3«-5 

446$ 

ilude 

3« 

D 

33.5 

33-5 

'4-S 

53"> 

oque    .    .    . 

48 

.0 

24 

B 

£ 

»B. 

18. 

35-o 

3'-S 

4880 

tear 

4' 

H 

ao.o 

30.0 

>8. 

aSoo 

"11I1IC      . 

4*» 

48 

'4 
•4 

D 

a8. 

35-O 

35.0 

3'  •  5 
3>-S 

ieben 

41 

IJ 

C 

ao.o 

30.0 

28. 

3270 

ork>«    .    .    . 

48 

3" 

A 

3<- 

39-5 

3'-$ 

493° 

Itlo 

4' 

D 

ao.O 

JO.O 

18. 

379° 

olkw    .    .    . 

48 

30 

B 

39-S 

3'-S 

S«30 

Idou* 

ft 

M 

A 

28. 

»7ao 

orium      .    . 

48 

3° 

C 

M- 

39-S 

3'-S 

lira 

4' 

'* 

B 

a8. 

3100 

occla    .    .    . 

48 

3° 

D 

3** 

39-S 

3>-5 

7480 

limn 

41 

14 

C 

j8. 

3«30 

oltoo    .    .    . 

48 

3« 

A 

34- 

39-5 

3<-S 

5370 

iteros 
ihus     . 

4J 
4' 

D 
A 

3-1.0 
31.0 

18. 
18. 

a8ao 

ocol      .    .    . 
one!     .    .    . 

48 
48 

3« 
J« 

B 

C 

£: 

39-S 
39-5 

3'-S 
3'-S 

6190 
7390 

leant 

4' 

|6 

B 

14.0 

ja.o 

28. 

3»°5 

obeft     .    .    . 

48 

36 

D 

54. 

39-S 

3'-S 

8400 

Idity 

14.0 

18. 

3770 

ocet      .    .    . 

48 

4' 

A 

37- 

40.0 

3«-S 

Itno 

41 

16 

D 

M-o 

33.  o 

18. 

444> 

omen  .    •    . 

48 

4' 

B 

37- 

40.0 

3«-S 

6910 

Uta           .     . 

42 

18 

A 

25.0 

3«.o 

18. 

1900 

ofer      .    .    . 

48 

4» 

C 

37- 

40.0 

3'-5 

8180 

iilum          .     . 

4' 

ll 

B 

»5.o 

31.0 

18. 

3350 

odU     .    .    . 

48 

4" 

D 

37- 

40.0 

3'-S 

O*  JO 

itant 

4' 

18 

r 

15.0 

33.0 

28. 

4130 

tlcab 

48 

48 

A 

4°- 

40.0 

3>-S 

6420 

1  la  let 

4' 

18 

D 

>5.o 

3».o 

»8. 

4675 

torU    .    .    . 

48 

48 

B 

40- 

40.0 

3<-S 

7530 

Icolea 

4' 

ao 

A 

16.0 

33.0 

28. 

3-*> 

tra*      .    .    . 

48 

48 

C 

40.0 

3«-S 

8050 

khes 

4* 

ao 

B 

16.0 

3«.o 

28. 

3485 

trud     . 

48 

48 

l)« 

4°- 

40.0 

3'-S 

kem 

4' 

JO 

C 

16.0 

JJ.O 

28. 

43=5 

V-TI  A 

Large  diameter  tees  and  crosses  with  rib*,  or  with  ribs  and  bolted  through  flats,  or  made  in  steel.    See  page  51. 

•  Made  in  - 

All  weight!  are  approximate. 

93 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY    COMPANY 


Long  Pattern 


Standard  Flanged  Special   Castings  for  Water 


Standard  Flanged  Reducers 
4  to  24  inches 


See  Table  No.  43  for  Flange  Diameters, 
Bolt  Circles,  Etc. 

TABLE  No.   57.      Code,  Enid 


Short  Pattern 


Code 
Terminal 

Nominal 
Diameter 
Inches 

Class 

Thickness 
Inches 

V 

S 

Approx. 
Weight 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Class 

Thickness 
Inches 

V 

1    s 

Approx. 
Weight 

e 

I 

t, 

t, 

e 

f 

t, 

t. 

Pounds 

arent  .     . 
aca  .    .     . 

6 
6 

4 
4 

D 
D 

•55 
•55 

•52 
•52 

8 

2 

4 
2 

88 
67 

beige  .    . 
balk    .    . 

8 
8 

8 
8 

B 
B 

•75 
•75 

.60 
.60 

26 
20 

4 

2 

348 
229 

ame     .     . 

8 

4 

D 

.60 

•  52 

8 

4 

in 

bell      .    . 

8 

8 

D 

.96 

.60 

26 

4 

4i6 

alizo    .     . 

8 

4 

D 

.60 

•  52 

2 

2 

79 

belon  .    . 

8 

8 

D 

.96 

.60 

20 

2 

249 

aras     .     . 

8 

6 

D 

.60 

•  55 

8 

4 

124 

he  1  rod      . 

8 

10 

B 

•75 

.68 

26 

4 

392 

atore  .    . 

8 

6 

D 

.60 

•55 

2 

2 

91 

benk   .    . 

8 

IO 

B 

•75 

.68 

20 

2 

250 

anha   .    . 

lo 

4 

D 

.68 

•  52 

8 

4 

142 

beure  .    . 

8 

10 

D 

.96 

.68 

26 

4 

457 

atico    .     . 

10 

4 

D 

.68 

•52 

2 

i°3 

herd    .    . 

8 

IO 

D 

.96 

.68 

20 

2 

279 

avel     .    . 

IO 

6 

D 

.68 

•55 

8 

160 

biene  .    . 

8 

I 

B 

•75 

•75 

26 

4 

439 

afft.    .    . 

IO 

6 

D 

.68 

•55 

2 

US 

bill  .    .     . 

8 

I 

B 

•75 

•75 

20 

2 

277 

anion  .     . 

IO 

8 

D 

.68 

.60 

8 

183 

binal   .    . 

8 

I 

D 

.96 

•75 

26 

4 

506 

anis     .     . 

IO 

8 

D 

.68 

.60 

2 

132 

blnl     .    . 

8 

I 

D 

.96 

•75 

20 

2 

3°5 

area     .    . 

12 

4 

D 

•75 

•52 

'  8 

183 

bio  .    .    . 

8 

I 

B 

•75 

.66 

26 

4 

435 

aclie    .    . 

12 

4 

D 

•  75 

•52 

2 

123 

biros    .    . 

8 

"4 

B 

•75 

.66 

20 

2 

3°7 

anius  .     . 

12 

6 

D 

•75 

•55 

8 

200 

brito    .    . 

8 

14 

D 

.96 

.82 

26 

4 

548 

atum  .    . 

12 

6 

D 

•75 

•55 

2 

r47 

brom  .    . 

8 

14 

D 

.96 

.82 

20 

2 

364 

acho    .    . 

12 

8 

D 

•75 

.60 

8 

4 

223 

buron  .     . 

8 

16 

B 

•75 

.70 

26 

4 

481 

aril  .    .    . 

12 

8 

D 

•75 

.60 

2 

2 

163 

borol   .    . 

8 

16 

B 

•75 

.70 

20 

2 

337 

abunt 

12 

10 

D 

•75 

.68 

8 

4 

256 

bucu    .    . 

8 

16 

D 

.96 

.89 

26 

4 

605 

andum    . 

12 

IO 

D 

•75 

.68 

2 

2 

187 

bonne  .    . 

8 

16 

D 

.96 

20 

2 

4°3 

atur    .    . 

14 

6 

B 

.66 

•55 

6 

4 

243 

bril      .    . 

0 

10 

B 

.80 

.68 

32 

4 

5<>3 

avero  .    . 

'4 

6 

B 

.66 

•55 

20 

2 

164 

ebam  .     . 

o 

IO 

B 

.80 

.68 

26 

2 

400  • 

ari/n    .     . 

r4 

6 

D 

.82 

•55 

26 

4 

288 

entib  .    . 

0 

10 

D 

1.03 

.68 

32 

4 

597 

averi  .    . 

«4 

6 

D 

.82 

•55 

20 

2 

184 

entls   .     . 

o 

IO 

D 

1.03 

.68 

26 

2 

arate  .    . 

14 

8 

B 

.66 

.60 

26 

4 

272 

eola     .    . 

20 

12 

B 

.80 

•75 

32 

4 

558 

atorem    . 

14 

8 

B 

.66 

.60 

20 

2 

179 

erem   .    . 

2O 

12 

B 

.80 

•75 

26 

2 

446 

anos    .    . 

14 

8 

D 

.82 

.60 

26 

4 

3i7 

etorl    .    . 

20 

12 

D 

1.03 

•75 

32 

4 

652 

abor    .    . 

H 

8 

D 

.82 

.60 

20 

2 

202 

etra     .    . 

2O 

12 

D 

1.03 

•75 

26 

2 

523 

abaris 

!4 

o 

B 

.66 

.68 

26 

4 

3I3 

etros  .    . 

20 

M 

B 

.80 

.66 

32 

4 

553 

acity  .    . 

*4 

o 

B 

.66 

.68 

20 

2 

200 

enbin  .    . 

20 

H 

B 

.80 

.66 

26 

2 

453 

arage  .    . 

*4 

o 

D 

.82 

.68 

26 

4 

358 

engo    .    . 

20 

H 

D 

1.03 

.82 

32 

4 

699 

agno    .    . 

'4 

o 

D 

.82 

.68 

20 

2 

224 

engra  .    . 

20 

'4 

D 

1.03 

.82 

26 

2 

558 

arate  .    . 

14 

2 

B 

.66 

•75 

26 

4 

360 

erin     .    . 

20 

16 

B 

.80 

.70 

32 

4 

602 

acibus 

"4 

2 

B 

.66 

•75 

20 

2 

227 

ernol  .    . 

20 

16 

B 

.80 

.70 

26 

2 

487 

alite    .    . 

14 

2 

D 

.82 

•75 

26 

4 

407 

ernu    .    . 

2O 

16 

D 

1.03 

.89 

32 

4 

764 

atima  .     . 

'4 

2 

D 

.82 

•75 

20 

2 

245 

erfen  .    . 

20 

16 

D 

1.03 

.89 

26 

2 

614 

andos  .     . 

16 

6 

B 

.70 

•55 

26 

4 

286 

i-ri-.ll    .      . 

2O 

18 

B 

.80 

•75 

32 

4 

641 

baria  .    . 

16 

6 

B 

.70 

•55 

20 

2 

194 

eone    .    . 

20 

18 

B 

.80 

•75 

26 

2 

517 

barot  . 

16 

6 

D 

.89 

•55 

26 

4 

320 

emaro 

2O 

18 

D 

1.03 

.96 

32 

4 

812 

basan  .    . 

16 

6 

D 

.89 

•55 

20 

2 

216 

ezia     .    . 

20 

18 

D 

1.03 

.96 

26 

2 

657 

basse  .    . 

16 

8 

B 

•7° 

.60 

26 

4 

315 

eolum 

24 

14 

B 

.89 

.66 

32 

4 

676 

bara    .     . 

16 

8 

B 

.70 

.60 

20 

2 

209 

emie    .    . 

24 

H 

B 

.89 

.66 

26 

2 

54  1 

beran  .     . 

16 

8 

D 

.89 

.60 

26 

4 

375 

effen    .    . 

24 

H 

D 

1.  16 

.82 

32 

4 

1009 

bevel  .    . 

16 

8 

D 

.89 

.60 

20 

2 

232 

elazo  .    . 

24 

H 

D 

1.16 

.82 

26 

2 

853 

bero    .    . 

16 

10 

B 

•7° 

.68 

26 

4 

356 

estro  .    . 

24 

16 

B 

.89 

•7° 

32 

4 

725 

bias     .    . 

16 

o 

B 

.70 

.68 

2O 

2 

230 

esta     .    . 

24 

16 

B 

.89 

.70 

26 

2 

580 

biam   .    . 

16 

o 

D 

.89 

.68 

26 

4 

415 

erata  .    . 

24 

16 

D 

1.16 

.82 

32 

4 

1075 

biolan 

16 

o 

D 

.89 

.68 

2O 

2 

252 

erolla  .    . 

24 

16 

D 

1.16 

.82 

26 

2 

919 

biate   .     . 

16 

2 

B 

.70 

•75 

26 

4 

4<>5 

eriate  .    . 

24 

18 

B 

.89 

•75 

32 

4 

764 

bione  .    . 

16 

2 

B 

.70 

•75 

2O 

2 

256 

erarla  .    . 

24 

18 

B 

.89 

•75 

26 

2 

609 

bonca 

16 

2 

D 

.89 

•75 

26 

4 

465 

escos  .    . 

24 

18 

D 

1.16 

.96 

32 

4 

1123 

bolla   .    . 

16 

2 

D 

.89 

•75 

2O 

2 

279 

ebas    .    . 

24 

18 

D 

1.16 

.96 

26 

2 

967 

brona  .    . 

16 

4 

B 

.70 

.66 

26 

4 

402 

ently  .    . 

24 

20 

B 

.89 

.80 

32 

4 

824 

begi     .    . 

16 

4 

B 

.70 

.66 

2O 

2 

278 

infer   .    . 

24 

20 

B 

.89 

.80 

26 

2 

659 

belag  .     . 

16 

4 

D 

.89 

.82 

26 

4 

506 

ingab  .    . 

24 

20 

D 

1.16 

1.03 

32 

4 

1184 

belas   .    . 

16 

4 

D 

.89 

.82 

2O 

2 

317 

igam   .    . 

24 

20 

D 

1.16 

1.03 

..26 

1044 

All  weights  are  approximate.                                                                                                                                          L—  4987       P—  68-73 

94 


U  X  I  T  K  I  '       S  T  A  '1 

CAST      IRON 

I1  1  }•  K      A  X  D      FOU 

KD1 

.  Y      COMPANY 

Standard   Flanged  Special   Castings  for  Water 

_ 

... 

-—  -. 

1- 

- 

:_ 

— 

TT 

r^ 

Standard   Flanged   Reducers,  30  to  48   Inches 

TABLE  No.  57  —  Continued 

linal 

Thickness.  In,hes 

Weights,  Pounds 

t 

»>t  t*r 

Im 

Class  A 

Class  H 

CUss  C 

Class  D 

V 

s 

Class  A 

Clatift  B 

Class  C 

Class  I) 

f 

t, 

Code 

Code 

Code 

Code 

Enof 

Emiff 

Rpac 

Fped 

Jrrintc 

jo 

18 

.88 

•  75 

•  75 

.JO 

•37 

.96 

36 

4 

780 

863 

1019 

1111 

tie  lira 

30 

18 

.88 

•75 

.20 

.96 

•37 

.96 

66 

4 

uf 

4 

i 

612 

1935 

2113 

entl« 

jo 

to 

.88 

.80 

•03 

.80 

.30 

•37 

•03 

36 

4 

i8^ 

908 

"79 

eota 
etra 

30 
30 

BO 
34 

.88 
.88 

.80 
•  89 

.03 

.80 

•89 

.30 

.  2O 

•_I7 

.03 

.16 

66 
36 

1021 

3053 
1333 

2237 
1310 

etros 
erolla 

30 
J6 

H 
20 

.88 
•99 

•89 
.80 

•'5 

•89 
.80 

.30 
.36 

,l< 

1 

.16 

•°3 

66 
3' 

1746 
1162 

1906 
1283 

3333 
1540 

3503 
1703 

eriate 

J6 

30 

•99 

.80 

•  '5 

.80 

.36 

•03 

66 

i8c 

17 

I 

"99 

3546 

3*37 

ece* 

J« 

34 

•99 

•89 

•'5 

•80 

.36 

'.58 

.16 

& 

u8i 

] 

1699 

1867 

rmur 

36 

'4 

•99 

•'5 

•89 

.36 

.  ifi 

.58 

.16 

66 

»0( 

|6 

305 

2807 

3103 

eret 

30 

•99 

.88 

•  15 

1.03 

.36 

.58 

•37 

y 

l6l7 

•885 

3016 

eras 

J« 

30 

•99 

.88 

•  >5 

1.03 

.58 

•37 

66 

12! 

16 

3 

*5' 

3113 

exre            .    . 

4J 

ao 

.10 

.80 

.28 

.80 

•  54 

.03 

•78 

•03 

«4J 

7 

590 

19>5 

JIJO 

emen 

4' 

30 

.10 

.80 

.28 

.80 

•54 

•78 

66 

9 

3585 

3150 

3505 

erve 
era 

4' 
4' 

.10 
.  10 

-89 
.80 

.at 

.38 

S 

M 
•  54 

.78 
•78 

.  !'• 

66 

"547 
351  J 

lljo 

3074 
34'4 

3379 

3779 

infer 

4' 

30 

.10 

.88 

.38 

1.03 

•54 

.JO 

.78 

•37 

M 

1992 

3257 

2568 

igar 

4J 

.88 

.28 

•  54 

.78 

•37 

66 

•ft 

1 

134 

3713 

4350 

1  1  In  ^ 

4J 

36 

•99 

.38 

'•"5 

•  54 

.78 

•  58 

ja 

1  8! 

5 

1 

173 

3563 

3933 

KUlln 

43 
48 

36 
3° 

.  I'l 
.J6 

:8 

I.IJ 

1.03 

•54 
•7' 

.ao 

.78 

•58 
•37 

66 

4 
4 

JO! 
ao 

> 
4 

"74 

2675 

'  15, 

K. 

48 

3° 

.36 

.88 

4' 

1.03 

•T 

.30 

•37 

66 

4 

6 

437" 

1 

30 

.88 

4' 

1.03 

•7' 

•37 

!3a 

4 

6439 

7670 

1MB 

48 

•99 

I.I] 

•71 

•58 

33 

4 

IS 

1 

i4»3 

Idum 

48 

3« 

.36 

•99 

-  4J 

1.15 

-71 

•58 

66 

4 

3«< 

>5 

i 

1090 

4861 

itant 

48 

36 

.26 

•99 

.  4_. 

I.IJ 

•7' 

•96 

•58 

132 

4 

1 

8516 

0810 

Iras 

48 

4J 

•4' 

1.28 

•7' 

•54 

.96 

•78 

y 

4 

3739 

3348 

3801 

Ipsc 

48 

4J 

.  j*> 

1.10 

4-' 

l.iS 

•7' 

•S4 

.96 

.78 

66 

4 

7 

I 

264 

58n 

Ivos    . 

48 

4J 

1.38 

•T 

•96 

•78 

»3» 

4 

7954 

9558 

10981 

l'-74 

Standard   Flanged  Off-sets 

TABLE  No.   58. 

Code  Word,  Epif 

**- 

/ 

Code 
Terminal 

Norn' 
Piam.       Class          t 
Inches 

r 

h             1 

Apjirox. 

\Vc-IK'lll 

Inches 

^^V 

1 

T  KS 

,,^o^L 

1 
1 

ame 
atore 
avel 

4             D           .53 
6             D           .55 
8               D             .60 

24 
24 

33-90 
33-oo 
33-90 

ii 

^^^. 

"v'          ^^^ 

area 

10             D           .68 

24 

33-9° 

341 

l__x 

x^.^ 

^_ 

aril     .... 
a  no* 
abor  .... 
bas.oe           .     . 

13                    D                 .75 

14                B             .66 
14             D           .8* 
6             B            .70 

2 
$ 

33-9° 
50.90 
50.90 
50.90 

s 

838 

^^^^ 

"^*  *      1 

ban 

6             D           .89 

3« 

50.90 

1050 

^<, 

^J 

belie 
balk 

8               B              .75 
8                D             .96 

50.90 
50.90 

1333 

ft 

*""    •* 

bucu 

»             B            Xo 

48 

8          67.90 

I.V40 

I 

rnmn 

30                       D                1.03 

I8 

28          67.90 

1703 

Standard  Klanwl  Off-sets 

derot           .     . 
della 

4             B            .89 

24                       D                !.!'• 

60 
60 

5          84.80 
S          84.80 

"34 

3754 

Made  up  with  standard  ilan^cd 

,  curve* 

11  ( 

nr  flange  diameters,  bolt  circles,  etc. 

'•     - 

All                      '•  approximate. 

95 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Blank   Flanges                                                        Screw  Flanges 

/tT 

C  "" 

' 

x     " 

^^^ 



fc  S  i 

f^^^j^n^ 

Blank   Flanges  3-14  inches,  no  Ribs;  16-30  inches,  3  Ribs;  36-48  inches,  4  Ribs. 

TABLE  No.   59.     Code,   EpOg 

TABLE   No.   60.     Code,   Epal 

Code 

Terminal 

Nominal 
Diam. 
Inches 

Class 

D 

t, 

t. 

Approx. 
Weight 
Pounds 

Code 
'erminal 

Nominal 
Diam. 
Inches 

Class 

D 

S 

P 

t» 

Approx. 
Weight 
Pounds 

acet 

3 

D 

7-50 

-65 

.85 

9 

acet   . 

3 

D 

7.50 

4.38 

1-50 

.85 

9 

and!     . 

4 

D 

9.00 

-65 

.91 

14 

aca 

6 

D 

11.00 

.70 

.96 

23 

and!   . 

4 

D 

9.00 

5.50 

1.63 

.91 

12 

umus   . 

S 

D 

13-50 

-75 

1.03 

36 

aca 

6 

D 

II  .OO 

7.63 

1-75 

.96 

18 

bero     . 

10 

D 

16.00 

.80 

I.  15 

55 

bio 

12 

D 

19.00 

-85 

I  .26 

84 

amus 

8 

D 

13.50 

9-75 

2.00 

1.03 

27 

eces 

14 

B 

21  .OO 

-85 

I.  12 

94 

emur   . 

14 

D 

21.00 

.90 

1.36 

108 

bero  . 

10 

D 

I6.OO 

12.  OO 

2.25 

I-  15 

40 

eras 
eunt     . 

16 
1  6 

B 
D 

23.50 
23.50 

.90 

I.OO 

1-47 

127 

bio     . 

12 

D 

ig.OO 

14.13 

2.38 

1.26 

60 

evon    . 
evi 

18 
18 

B 
D 

25.00 
25.OO 

•95 
1.05 

1.26 

1.57 

150 

177 

eces  . 

14 

B 

21.  OO 

16.50 

2.50 

I.  12 

76 

eppe 

20 

B 

27.50 

I.OO 

1-33 

194 

emur 

14 

D 

21  .OO 

16.50 

2.  5O 

1-36 

84 

enno    . 

20 

D 

27.50 

1-15 

1.68 

234 

iez 

24 

B 

32.OO 

1-05 

1-47 

278 

eras    . 

16 

B 

23.50 

18.50 

2.63 

1.18 

90 

Idas      . 

24 

D 

32.00 

1.25 

1.87 

341 

eunt  . 

16 

D 

23.50 

18.50 

2.63 

1-47 

103 

icell     . 

30 

A 

38.75 

I-  15 

1-45 

423 

igar 

30 

B 

1.15 

1.68 

452 

evon  . 

18 

B 

25.00 

2O.5O 

2.75 

1.26 

107 

illus     . 

30 

C 

38.75 

1.32 

1-93 

518 

* 

iculo    . 

30 

D 

38.75 

1.50 

2.19 

589 

evi      . 

18 

D 

25.OO 

2O.50 

2.75 

1-57 

1  20 

ilia 
itude    . 

36 
36 

A 
B 

45-75 
45-75 

1-25 
i  .40 

i  .62 
1.86 

647 
732 

eppe 

20 

B 

27.50 

22.50 

2.75 

1-33 

128 

irem    . 
itio       . 

36 
36 

C 
D 

45-75 
45-75 

i.  60 

i.  80 

2.17 
2.50 

844 
959 

enno  . 

20 

D 

27.50 

22.50 

2.75 

1.68 

145 

idous  . 

42 

A 

52-75 

1.40 

1.78 

955 

iez      . 

24 

B 

32.OO 

26.50 

3.00 

1-47 

174 

kem 
kunger 

42 
42 

B 
C 

52-75 
52.75 

1.50 
1-75 

2.05 
2.44 

1053 
1238 

idas 

24 

D 

32.00 

26.50 

3.00 

1,87 

189 

linos    . 

D 

1  .  05 

2.80 

I^Q7 

' 

1^5232 

linu      . 
lock     . 

48 
48 

A 
B 

59-50 

59.50 

1.50 
1.65 

2.  02 
2.26 

1328 
1469 

These    flanges  can   be   chased    for    smaller  pipes  than    given 

loto      . 

48 

C 

59.50 

1.95 

2.70 

1745 

above. 

low 

48 

D 

59-50 

2.20 

3.07 

1975 

For    drilling,  etc.,    of    blank    flanges  and    screw    flanges,    see 

Table  No.  41. 

All  weights  are  approximate.                              1^-5232 

96 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard    Flanged  Special   Castings  for  Water 


T  \BI.E  No.  61. 


Manifolds 
Code  Word,  Esad 


Standard  Return   Bends 
TABLE  No.  62.     Code  Word,  Esef 


Code 

Terminal 

i)iam 

T 

N 

K 

S 

p 

L 

!l 

=11 
8gj 

<?& 

M 

•tore 

6 

4 

7-Jo 

7 

a6.oo 

a 

«35 

•  vel 

8 

4 

8 

4 

3°4 

•me 

8 

9.50 

8 

a 

"5 

•rca 

4 

.68 

7-So 

9 

70.00 

6 

560 

'   t  -  -  • 

.68 

9 

45.00 

3 

381 

beige        . 
•ril 

8 

.68 
•  75 

9 

38-50 
58.00 

a 
4 

337 
617 

bucu  . 

a 

II  .V 

H    V 

38.50 

a 

441 

Standard   Expansion  Joint 
TABLE  No.  63 


Weight 

d 
• 

Pound  * 

=  1 

"?  i 
"t 

niiiiil  Di 
Incht"* 

U 

H 

C 

T 

Hell 
and 

Klani<e 
Kn.l- 

Code 

Code 

M 

Eiol 

1  ^,ni 

•me 

4 

D 

5-ou 

» 

•5" 

129 

III 

•tore 

6 

n 

10 

•55 

•vel 

8 

D 

$.00 

to 

.60 

•W 

•  rc« 

to 

1) 

S-oo 

to 

.68 

4" 

357 

•ril    . 

12 

D 

6.  on 

•75 

497 

•  no* 

«4 

D 

so 

.8» 

777 

658 

iMue 

16 

D 

6.00 

«9 

99" 

851 

be  fee 

18 

D 

13 

7-50 

•9« 

1180 

bucu 

20 

1) 

»» 

7-5° 

1.03 

'43° 

"3" 

der» 

>4 

D 

7.50 

1.16 

I9»3 

•6« 

i. 

Code 
Terminal 

=    t    '- 

ill 

S 

T 

1. 

U 

ill 

•tore      .     . 

4 
6 

D 
I) 

•5" 
•55 

5-50 
6.50 

1  .00 

3.00 

"H 

•vel       . 

8 

1) 

7-75 

5-50 

167 

•rca 

10 

D 

.68 

9.00 

8.00 

Jfto 

•ril 

u 

U 

•75 

10.50 

t.oo 

.194 

p-59 


P-fu 


Standard  Split  Sleeves  with  and  without 
Branch   Outlet.     TABLE   No.  64 


Weight 

3 

E 

1. 

Holts 

Pound* 

i  C 
?! 

i! 

T 

<» 

11 

With- 
out 

Hrunrh 

With 

Urunch 

•** 

E"" 

r* 

5 

Size 

No. 

Cod* 

Code 

i,,. 

Etll 

•me 

•tore 

4 
6 

I) 

D 

•  TO 

5-7° 
7.80 

4 

:8 

6 
6 

B 

109 

•vel  . 

8 

D 

4 

.00 

6 

133 

156 

•rca 

o 

D 

80 

2.10 

4 

.13 

6 

158 

181 

•ril 

I) 

^8S 

6 

8 

mm 

'55 

•no* 

4 

B 

6.10 

6 

.00 

8 

264 

>97 

•bor 

4 

D 

•9° 

6-45 

6 

•  i  * 

8 

286 

3"> 

baMc 

6 

H 

.90 

8.40 

6 

13 

8 

323 

356 

h«m 

6 

D 

l.oo 

8.8., 

6 

8 

359 

39? 

sir 

8 
8 

B 
D 

•95 
.05 

20.50 
20.92 

6 
6 

•'3 
•'3 

8 
8 

373 

406 
502 

bucu 

ao 

B 

.00 

2.60 

6 

•  '3 

8 

428 

461 

bonne 

20 

D 

•  '5 

3.08 

6 

•'3 

8 

Sol 

53S 

dero* 

(4 

B 

,05 

6 

•"3 

8 

535 

568 

delta 

*4 

D 

•* 

J7'" 

6 

•'5 

8 

5 

I — 5284 


See  Table  So.  43  for  flangr  diameter*,  bolt  circles  etc. 
All  weights  are  approximate. 


97 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard  Special  Castings  for  High   Pressure  Service 


Curves 


See  Table  No.  8  for  Dimensions  and  Weights  of  Lugs 


Standard  Curves,  Bell  and  Spigot,  for  High  Pressure  Service.     TABLE  No.  65 


yt  Curves.    Code  Word,  Etom 

%  Curves.     Code  Word,  Evag 

1*8  Curves.     Code  Word,  Evel 

Ill 

o  5  c 

Class 

t 

Code 
Term'l 

r 

k 

S 

*£% 

C  Mo 

fT?F? 

Code 
Term'l 

r 

k 

s 

IN! 

Code 
Term'l 

r 

k 

ill 

fco 

<Xfl. 

<>0n 

™* 

6 

F 

.61 

atore     .    . 

16 

22.60 

8 

153 

atore    .    . 

24 

8.40 

6 

127 

6 

H 

.69 

ani     .    .    . 

16 

22,60 

8 

178 

ani    .    .    . 

24 

8.40 

6 

8 

F 

•71 

avel  .    .    . 

16 

22.60 

IO 

237 

avel      .    . 

24 

8.40 

6 

186 

8 

H 

.80 

act!    ... 

16 

22.60 

10 

273 

act!  .    .    . 

24 

8.40 

6 

213 

o 

F 

.80 

area  .    .    . 

16 

22.60 

12 

353 

area      .    . 

24 

8.40 

6 

266 

o 

H 

.92 

ance      .    . 

16 

22.60 

12 

409 

ance      .    . 

24 

8.40 

6 

3°7 

2 

F 

.89 

aril    .    .    . 

16 

22.60 

12 

466 

aril  ... 

24 

8.40 

6 

35° 

2 

H 

1.04 

amus     .    . 

16 

22.60 

12 

548 

amus    .    . 

24 

8.40 

6 

410 

4 

F 

•  99 

anos      .    . 

18 

25.50 

12 

637 

anos     .    . 

36 

7.60 

6 

563 

4 

H 

.16 

abor      .    . 

18 

25.50 

2 

746 

abor     .    . 

36 

7.6O 

6 

660 

6 

F 

.08 

basse    .    . 

24 

34.00 

2 

922 

basse    .    . 

7.60 

6 

690 

6 

H 

•27 

bara  .    .    . 

24 

34.00 

2 

1104 

bara      .     . 

16 

7.60 

6 

827 

8 
8 

F 
H 

•39 

beige     .    . 
balk      .    . 

24 
24 

34.00 
34.00 

2 
2 

1138 
1372 

beige    .     . 
balk      .    . 

36 
36 

7.60 
7.60 

6 

6 

854 

IO3O 

o 

F 

.27 

bucu      .    . 

24 

34.00 

2 

1361 

bucu     .    . 

48 

36.70 

6 

1228 

20 

H 

•51 

bonne    .    . 

24 

34.00 

2 

1626 

bonne  .    . 

48 

36.70 

6 

I468 

F 

60 

6 

IQ78 

deros    .    . 

46.80 

E 

etra 

etra  . 

60 

6 

etra  .    .    . 

46.80 

F 

etros    . 

60 

6 

etros    .    . 

46.80 

2686 

06 

E 

80 

igar. 

68.90 

igar 

180 

36 

F 

.02 

icell  .    .    . 

icell.    .    . 

90 

68.90 

5255 

icell      .    . 

180 

7O.2O 

5255 

Standard   Sleeves  for   High  Pressure  Service.      TABLE    No.   66.      Code   Word,   Evin 


• 

k 

-»   w 

Standard  Sleeves  for  High  Pressure 
Service 

For  dimensions  a  and  b,  see  Table  No.  3 


Code 
Terminal 

Xominal 
Diameter 
Inches 

Class 

D 

L 

T 

Approx. 
Weight 
Pounds 

atore    .    . 

6 

F 

8.02 

IO 

•  75 

Si 

acet  .    .    . 

6 

H 

8.18 

IO 

•  85 

93 

avel      .    . 

8 

F 

IO.22 

12 

•85 

126 

ani    .    .    . 

8 

H 

10.40 

12 

•95 

141 

area  .    .    . 

o 

F 

I2.4O 

12 

•95 

171 

agus     .    . 

o 

H 

12.64 

12 

•05 

189 

arie  .    .    . 

2 

F 

I4-58 

M 

•05 

239 

asis  .     .     . 

2 

H 

14.88 

M 

.20 

274 

anos      .     . 

4 

F 

16.88 

15 

•15 

324 

abor      .    . 

4 

H 

17.22 

15 

•35 

379 

basse    .    . 

6 

F 

19.06 

'5 

•25 

393 

bara      .    . 

6 

H 

19.44 

"5 

•45 

461 

beige    .    . 
balk      .    . 

8 
8 

F 

H 

21  .24 

21.68 

15 
15 

.40 
•65 

491 
583 

bucu     .    . 

o 

F 

23-44 

15 

•50 

57' 

bonne  .    . 

o 

H 

23.92 

15 

•75 

672 

deros    .    . 

4 

F 

28.00 

15 

.70 

764 

etra  .    .    . 

3° 

B 

34.20 

15 

.80 

IO23 

etros     .    . 

3° 

F 

34-56 

"5 

.00 

"39 

igar  .    .    . 

36 

E 

40.70 

15 

2.05 

1389 

icell  .... 

36 

F 

41.14 

15 

2.30 

1560 

All  weights  are  approximate. 


-4871 


r  N  I  T  K  I  >      STATES      CAST      IRON       I'  I  1'  K      AND      F  O  U  N  IJ  R  Y      COMPANY 

Standard  Special  Castings  for   High    Pressure 

//M=         =m\ 

* 

n 

V/TT 

/Z- 

i  tf  i  j^~^^ 

///^ 

^N\i/y 

j         _I        1 

J(( 

\\\q-*--x 

i   f*  •  f  -. 

\i 

Jl  r  '  T  "x 

Standard   Branches  tor   High   Pressure.     '1 

^/ 

'ABLE   No.  67 

Code 
Terminal 

Nominal 
Diameter 
Inches 

P 

Approximate 
weight 
ndi 

Terminal 

Nominal 
I  >iiinu*ter 
Inches 

Class 

, 

P 

Approximate 
Weight 

PotindH 

4-Way 

3-Way 

4-Way 

Code 

Code 

e 

f 

Evon 

Evup 

f 

Kvon 

Bvup 

atore   .    .   . 

6 

6 

i- 

12 

12 

247 

317 

barot  .    .    . 

16 

12 

F 

17 

17 

aim-      .    .    . 

6 

6 

H 

12 

12 

;j,| 

b&san 

if. 

12 

H 

17 

17 

atico    .   .   . 

8 

6 

I'- 

•3 

13 

b&sse  .   .   . 

16 

14 

F 

17 

17 

anha    .    .    . 

8 

6 

ll 

13 

bara    .   .   . 

16 

H 

17 

17 

avel  .... 

8 

8 

F 

Ij 

•3 

IK-  ran  .    .    . 

16 

16 

F 

17 

17 

atico 

8 

- 

11 

U 

"3 

bevel  .  .  . 

16 

16 

II 

«7 

17 

. 

anion  .    .    . 

in 

!•• 

M 

'4 

hiam 

18 

6 

F 

18 

18 

atore    .    . 

in 

d 

II 

14 

14 

hi.  .Ian 

18 

6 

H 

IS 

IS 

anis      ... 

in 

8 

F 

14 

M 

biate  .   .   . 

18 

8 

F 

18 

18 

afft 

In 

H 

14 

14 

bione  .  .  . 

18 

8 

H 

18 

18 

area 

I'l 

1.1 

F 

14 

M 

bonca  .   .   . 

18 

10 

F 

i- 

IS 

anion       .    . 

I.i 

IO 

H 

14 

M 

bolla 

18 

IO 

II 

18 

IS 

amus  .    .    . 

12 

6 

F 

15 

15 

I 

1 

brona 

18 

12 

F 

IS 

18 

i 

1 

aclie 

12 

6 

H 

15 

15 

» 

8 

beKi 

18 

12 

H 

IS 

18 

d 

V. 

at  inn    .    .    . 

12 

8 

F 

15 

IS 

_c 

a 

belag 

IS 

14 

F 

IS 

IS 

C 

c 

ance     .   .   . 

12 

H 

IS 

IS 

betas  .   .   . 

18 

14 

II 

18 

IS 

acho    .  .  . 
akor    .  .  . 

12 

12 

IO 
10 

P 

H 

15 
15 

IS 

1 

0 

1 

c 

beige  .   .   . 
balk 

IS 
18 

Id 
II. 

F 
H 

IS 
18 

IS 
18 

1 

1 

aril   .... 

13 

12 

F 

15 

IS 

o 

s 

bell 

IS 

18 

F 

18 

13 

3 

3 

aca   .... 

12 

12 

H 

15 

IS 

X 

>t 

belon  .   .   . 

IS 

18 

H 

18 

18 

^ 

j^ 

atur      .    .    . 

14 

6 

F 

Id 

id 

"a 

"3 

beure  .    .    . 

20 

6 

F 

19 

'9 

"c 

"5 

avero  .   .   . 

6 

H 

Hi 

n, 

• 

0 

herd    .    . 

20 

6 

H 

19 

19 

o 

0 

arizo    .   .   . 

14 

8 

F 

16 

K. 

£ 

_o 

biene 

20 

8 

F 

19 

'9 

u 

"O 

•a 

averi    .    .    . 

U 

8 

H 

id 

id 

2 

J: 

bill 

20 

8 

II 

•9 

a 

-2 

.irate    .    .    . 

14 

10 

F 

16 

Id 

binal 

20 

IO 

F 

19 

•9 

atorem 

'4 

IO 

H 

16 

1  6 

bin! 

20 

10 

H 

•9 

19 

anos    .  .  . 

14 

12 

F 

id 

id 

bio  ... 

20 

12 

F 

>9 

19 

abor    .   .   . 

14 

12 

H 

id 

16 

biros 

20 

12 

H 

'9 

'9 

abaris  .    .    . 

M 

14 

F 

id 

id 

brlto 

20 

14 

F 

19 

19 

aclty 

14 

14 

II 

id 

If. 

hn.ni   .    .    . 

20 

'4 

H 

•9 

'9 

avate  .   .   . 

id 

6 

F 

17 

17 

bur.  in 

20 

If) 

F 

'9 

"9 

acibus     .    . 

1  6 

6 

H 

•  7 

17 

boroi  .   .   . 

20 

If) 

H 

'9 

'9 

alite     .   .   . 

Id 

8 

F 

•  7 

17 

bucu  .  .  . 

20 

IS 

F 

19 

aliina   .    .    . 

If) 

g 

H 

17 

17 

bonne     .   . 

20 

IS 

H 

'9 

'9 

andos  .   .    . 

If. 

10 

F 

17 

17 

hril       ... 

20 

20 

F 

'9 

'9 

barla 

If. 

10 

H 

17 

17 

bunt 

20 

20 

II 

"9 

19 

1^-4871 

.  inrhes  made  to  order  only  in  steel.     For  other  tees  u  to  j',  inches.  *ee  Table  No.  ».,.     All  weights  are  approximate. 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard  Special  Castings  for  High  Pressure  Service 


Standard   Reducers  and  Increasers 


TABLE   No.   68 


Nominal 

Thick- 

Xominal 

Thick- 

Diameter 

ness 

Weight,  Pounds 

Diameter 

ness 

Weight,   Pounds 

Inches 

Inches 

Inches 

Inches 

rf 

Class 

V 

S-G 

0)        „ 

t-  n  v 

=  ,- 

"d 

11 

Class 

V 

•ffO 

o>     _^ 

U   C  "oj 

-•On 

^  0) 

'5<§ 

£[t]pQ 

ufe 

^•K 

^  —  X 

,^K  — 
' 

c- 

e 

f 

t, 

t. 

!«™ 

** 

•Jl 

e 

f 

t, 

t> 

CO 

*~ 

Code 

Code 

Code 

Code 

Code 

Code 

Fab 

Fait 

Pels 

Fab 

Fait 

Fels 

atico     . 

8 

6 

•71 

.61 

F 

8 

141 

182 

173 

holla      . 

8 

IO 

•39 

.92 

H 

20 

55' 

7'7 

614 

atore    . 

8 

6 

.80 

.69 

H 

8 

165 

2IO 

"99 

brona   . 

8 

12 

•"7 

.89 

F 

2O 

5<>5 

642 

574 

anion   . 

IO 

6 

.80 

.61 

F 

8 

177 

234 

209 

begi      . 

8 

12 

•39 

1.04 

H 

20 

604 

77° 

683 

aril 

IO 

6 

.92 

.69 

H 

8 

208 

270 

242 

be  lag    . 

8 

'4 

•"7 

•99 

F 

2O 

556 

692 

640 

anis 

IO 

8 

.80 

•7i 

F 

8 

207 

264 

247 

belas    . 

8 

M 

-.39 

1.16 

H 

2O 

659 

825 

765 

abor 
aimis    . 

IO 
12 

8 
6 

•92 
.89 

.80 
.61 

H 
F 

8 
8 

240 
218 

3°3 
287 

286 
250 

beige 
balk      . 

8 
8 

16 
16 

•39 

i.  08 
1.27 

F 

H 

20 
2O 

605 

727 

742 

893 

710 

852 

abaris 

12 

6 

1.04 

.69 

H 

8 

258 

336 

292 

binal    . 

o 

IO 

.87 

.80 

F 

26 

6.7 

773 

674 

alum     . 

12 

8 

.89 

•71 

F 

8 

248 

3'7 

289 

bini       . 

o 

IO 

•  5' 

.92 

H 

26 

73° 

923 

793 

aca 

12 

8 

1.04 

.80 

H 

8 

2QO 

369 

336 

bio 

o 

12 

.27 

.89 

F 

26 

668 

824 

737 

acho 

12 

10 

.89 

.80 

F 

8 

284 

353 

34* 

biros    . 

o 

12 

•5' 

1.04 

H 

26 

792 

985 

870 

allzo 

12 

lo 

1.04 

.92 

H 

8 

333 

412 

396 

brito     . 

o 

14 

•27 

F 

26 

727 

882 

812 

atur 

I4 

6 

•99 

.61 

F 

20 

281 

366 

313 

brom    . 

o 

"4 

•51 

1.  16 

H 

26 

856 

1050 

962 

avero    . 

'4 

6 

1.16 

.69 

H 

2O 

328 

433 

362 

buron  . 

o 

16 

•  27 

i.  08 

F 

26 

784 

940 

890 

arizo    . 

14 

8 

•99 

•71 

F 

20 

3'3 

398 

353 

boroi    . 

o 

16 

•  5' 

1.27 

H 

26 

935 

1129 

IOOI 

avert    . 

14 

8 

1.16 

.80 

H 

2O 

362 

467 

408 

bucu     . 

o 

18 

•  27 

1.17 

F 

26 

856 

IOI2 

993 

arate    . 

'4 

IO 

•  99 

.80 

F 

2O 

35° 

435 

407 

bonne  . 

o 

18 

•S1 

1-39 

H 

26 

1024 

1217 

1189 

atorem 

IO 

1.16 

•92 

H 

20 

408 

513 

470 

cape 

4 

"4 

•45 

•99 

F 

26 

895 

"IS 

980 

anos     . 

H 

12 

•99 

.89 

F 

2O 

394 

479 

463 

cire 

4 

16 

•45 

i.  08 

F 

26 

953 

1173 

ios8 

akor 

'4 

12 

1.16 

1.04 

H 

2O 

461 

566 

539 

del 

4 

18 

•45 

1.17 

F 

26 

1025 

1244 

1161 

avate    . 

16 

6 

.08 

.61 

F 

2O 

33  ' 

436 

363 

deros    . 

24 

20 

•45 

1.27 

F 

26 

1104 

•324 

1260 

acibus 

16 

6 

.27 

.69 

II 

2O 

396 

521 

43" 

dering 

3° 

18 

•55 

1.17 

E 

26 

1231 

1536 

"367 

alite     . 

16 

8 

.08 

•7' 

F 

20 

362 

467 

4°3 

dellos  . 

3° 

18 

•73 

'•39 

F 

26 

1337 

1674 

"473 

atima   . 

16 

8 

.27 

.80 

H 

2O 

43° 

555 

476 

entis    . 

3° 

20 

•55 

1.27 

E 

26 

1310 

1615 

1465 

andos   . 

16 

o 

.08 

.80 

F 

2O 

400 

505 

458 

eola 

3° 

20 

•73 

1-51 

F 

26 

1416 

1754 

1572 

bar  la    . 

16 

O 

.27 

.92 

H 

2O 

476 

601 

538 

etra 

3° 

24 

•  55 

i-45 

E 

26 

'479 

1784 

1698 

barot    . 

16 

2 

.08 

.89 

F 

2O 

444 

549 

5"3 

etros    . 

3° 

24 

•73 

'•45 

F 

26 

1584 

1922 

1804 

basan  . 

16 

2 

.27 

1.04 

H 

20 

529 

654 

607 

erolla  . 

36 

20 

.80 

1.27 

E 

S2 

1872 

2290 

2028 

basse    . 

16 

4 

.08 

•99 

F 

20 

494 

599 

579 

eriate  . 

36 

20 

.02 

1.51 

F 

32 

2048 

2534 

2203 

bara 

16 

4 

•27 

1.16 

H 

2O 

584 

709 

689 

eces 

36 

24 

.80 

'•45 

E 

2065 

2482 

2285 

blate     . 

18 

8 

•17 

•71 

F 

20 

424 

560 

464 

i-niiir     . 

36 

24 

.02 

F 

32 

2240 

2726 

2460 

bionne 

18 

8 

•39 

.80 

H 

2O 

506 

671 

55" 

eret      . 

36 

3° 

.80 

'•55 

E 

2300 

2718 

2605 

banea  . 

18 

10 

•'7 

.80 

F 

20 

462 

598 

5-8 

eras 

36 

3° 

.02 

'•73 

F 

32 

2596 

3082 

2934 

S  =  8  for  all  sizes. 

All  weights  are  approximate. 


^-4857 


I    X  I  T  !•:  I  •       5  T  A   I    !•:  S       CAST       IRON       I'll'  K       A  N  I)       F  <  >  T  N  I  >  K  V       CO  M  I'  A  X  V 


Standard   Special   Castings  tor    Hiyh    Pressure  Service 


Standard   Steel    Tees   \\ith    Flanged    Branches,    High    Pressure   Service0 
TABLE  No.  69.     (.'ode  Word,  Fer 


Terminal 

inn] 
Ilium..  Inv 

i 

P 

.  \imrox. 
.,-ht 
I'.iumis 

Terminal 

Inal 

Hium..  In- 

1 

P 

Appt  ..\ 
\\>-i>;ht 
I'niinils 

f 

f 

atum      .     .     . 

12 

I'- 

15 

15 

darb 

3° 

14 

F 

18 

26 

ance            .     . 

12 

ll 

i? 

dort 

3° 

16 

E 

'9 

26 

arizo      .     .     . 

M 

8 

I'- 

16 

dalt 

30 

16 

F 

'9 

26 

averi      .     .     . 

M 

S 

ll 

16 

11. 

derinji    .     .     . 

30 

18 

E 

20 

26 

alite 

16 

8 

I'- 

'; 

17 

1 

dellos 

30 

IS 

F 

20 

26 

1 

atima 

1  6 

8 

ll 

"7 

17 

* 

ebam      .    . 

30 

20 

E 

21 

26 

« 

biate 

18 

g 

F 

it 

o 

entib        .      . 

3» 

2O 

F 

21 

26 

•- 

bione           .     . 

i- 

8 

II 

i- 

b 

elazo 

36 

12 

E 

15 

27 

| 

btene 

20 

- 

I'- 

19 

tg 

i-  -t  m      .    .    . 

36 

12 

F 

15 

27 

bill 

8 

ll 

10 

c 

erolla 

36 

*4 

E 

18 

29 

0 

c 

o 

borne     .     .     . 

24 

I" 

F 

21 

21 

w 

erlate 

36 

«4 

F 

18 

29 

7 

cana       .     .     . 

24 

12 

F 

21 

11 

ebas 

36 

16 

E 

>9 

29 

cape 

-4 

M 

F 

31 

21 

I 

ently      .    .    . 

36 

16 

F 

»9 

29 

8 

clre         .     .     . 

24 

16 

F 

21 

21 

g 

form       .    . 

36 

r8 

E 

20 

29 

jj 

del 

24 

18 

r 

21 

21 

•w 

S 

falcon 

36 

18 

F 

20 

29 

a 

S 

9 

den  is             .      . 

24 

2i> 

F 

21 

21 

Ramos 

36 

20 

E 

21 

29 

deur 

30 

12 

E 

15 

24 

gareo     .     . 

36 

20 

.  F 

21 

29 

dra 

30 

12 

F 

15 

24 

i«ab 

36 

24 

E 

23 

29 

dangis    .     . 

14 

E 

IS 

26 

lltadu 

36 

24 

F 

23 

29 

Expansion  Joint,   High   Pressure 
TABLE  No.   70.     Code  Word,   Fil 


Expansion  Joint  for  High  Prenntire  Service 


Code  Terminal 

Nom'l 

I  lium. 
Im  tu-> 

A 

B 

T 

Pounds 

and! 

4 

5.00 

15 

•57 

128 

aca     . 

6 

-  "" 

17 

.61 

207 

amus 

S 

5-5° 

18 

.71 

329 

bero  . 

10 

6.00 

19 

.So 

474 

bio     . 

12 

6.00 

20 

.89 

650 

P-41 

•All  rtangcs  f.ir  high  pressure  service  xhnuld  be  ordered  "  Tongue  and  (inxive,"  or  "  Tongue  and  Recess."    See  Table  No.  t>. 
.imeter  of  flanges,  bolt  circles,  etc..  see  Table  Xo.  71. 
itthts  are  approximate. 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Standard   Flanged  Pipe  for  High   Pressure.     TABLE   No.   71 


a 

a 

+J  CO 

ojS 

U5 

Class  K  —  soo-Foot  Head,  217  Pounds  Pressure 

Class  F—  6oo-Foot  Head,  260  Pounds  Pressure 

"  « 

"o 

Code  Word,  Flat 

.     Code  Word,  Flen 

S 

Term'l 

C  0 

"0*3 

o^ 

o 

1      tf. 

Weight,  Pounds  per 

0  01  "• 

Weight 
Bolts 

41 

Weight,  Pounds  per 

O        « 

.  4->   0) 

Weight 

Bolts 

o 

r 

Q 

35 

o 

2gg 

Foot 

Length 

Single 
Flange 

M 

Single 
Joint 
Lbs. 

|Sf 

Foot 

Length 

Single 
Flange 

111 

a    " 

Single 
Joint 
Lbs. 

atore    . 

6 

12.50 

10.63 

12 

.58 

37-74 

496.00 

21  .32 

^ 

10.94 

.61 

39-52 

519.00 

22.  17 

% 

ii  .06 

avel     . 

8 

15-00 

13.00 

12 

.66 

54-66 

718.00 

3I-25 

% 

16.42 

•71 

60.  61 

794.00 

33-20 

y% 

16.68 

area  .  . 

10 

'7-5° 

15-25 

16 

•74 

78.74 

1032.00 

43-47 

22.54 

.80 

84.67 

1109.00 

46.63 

% 

23-04 

aril    .  . 

12 

20.00 

17-75 

16 

.82 

104.15 

1366.00 

58.20 

y% 

23.20 

.89 

112.43 

1474.00 

62.48 

% 

23-74 

abaris  . 

H 

22.50 

20.00 

20 

.90 

i33-°8 

1748.00 

75-63 

y% 

41.44 

•99 

146.22 

1919.00 

82.27 

% 

42.58 

beran  . 

16 

25.00 

22.50 

20 

.98 

165.00 

2173.00 

96-57 

i 

42.50 

1.  08 

180.79 

2381  .00 

105.62 

43-82 

bell  .  . 

18 

27.00 

24.50 

24 

.07 

202  .  32 

2650.00 

in  .24 

i 

52-37 

1.17 

219.81 

2879.00 

120.88 

53-95 

bril   . 

20 

29.50 

26.75 

24 

•IS 

222.  18 

2939.90 

136.65 

i  -/a 

74.11 

1.27 

262  .  52 

3450.00 

149-95 

•/» 

76-51 

dicort  . 

24 

34.00 

31-25 

28 

.31 

328.52 

4311.00 

184-53 

118.36 

1-45 

361.64 

4746.00 

203.05 

« 

122.47 

e  Ultra  . 

3° 

41  50 

38.00 

S2 

•55 

484.71 

6443.00 

1^8 

181.70 

1-73 

537-94 

7126.00 

335-n 

g 

233.12 

icu  lo    . 

36 

48.50 

44-75 

36 

.80 

674  '9 

8997.00 

453-12 

iK 

266.22 

2.  02 

748.72 

9950.00 

482.83 

333-90 

Class  G  -7oo-Foot  Head,  304  Pounds  Pressure 

Class  H—  Soo-Foot  Head,  347  Pounds  Pressure 

Code  Word.  Flob 

Code  Word,  Plus 

atore   . 

6 

12.50 

10.63 

12 

•65 

42.85 

560.00 

22.80 

K 

11.24 

.69 

45-22 

591.00 

24.04 

Yi. 

11.42 

avel  .  . 

8 

15.00 

13.00 

12 

•  75 

65.05 

848.00 

33-91 

% 

16.92 

.80 

68.79 

898.00 

36.08 

% 

17.28 

area  .  . 

10 

17-50 

'5-25 

16 

.86 

92-54 

1206.00 

48.08 

H 

23-53 

•92 

98.47 

1284.00 

51-13 

% 

24.02 

aril    .  . 

12 

20.00 

17-75 

16 

•97 

124.63 

1625.00 

64.91 

I 

24.40 

.04 

132.91 

1734.00 

69-43 

34.62 

abaris  . 

14 

22.50 

20.00 

20 

1.07 

160.  16 

2092.00 

84.98 

I 

43-64 

.16 

172.58 

2255.00 

91.86 

44.86 

beran 

16 

25.00 

22.50 

20 

1.18 

199.16 

2608  .  oo 

108.98 

1/4 

45.14 

.27 

214.94 

2812.00 

116.43 

'/a 

63.76 

bell   .  . 

18 

27.00 

24.50 

24 

1.28 

244.61 

3183  oo 

124.06 

iH 

76.80 

•39 

264.13 

3437.00 

133-74 

'A 

78.94 

bril    .  . 

20 

29.50  . 

26.75 

24 

1-39 

294  •  39 

3841.00 

154.00 

i  '4 

103.46 

•  5i 

318.30 

4153.00 

166.54 

'A 

106.49 

*  Flanges  as  ordered,  per  Table  Xo.  72. 


L-4,67 


Tongue  and  Groove 


Tongue  and  Groove  Joint 


*  Flanges  can  be  made  either 
tongue  and  groove  or  tongue 
and  recess,  as  shown  in  Table  i^ 

No.  72.  ~f J 


TABLE  No.   72 


Tongue  and  Recess 


Tongue  and  Recess  Joint 


Nominal 

Code  Word,  For 

Code  Word,  Pres 

Inches 

A 

B 

C 

D 

E 

F 

B 

C 

E 

F 

atore    .... 

6 

7-38 

8.38 

8-44 

7-31 

.19 

•'3 

8.38 

8.44 

.19 

-13 

avel     .... 

8 

9-38 

10.63 

10.69 

9-31 

•  25 

.19 

10.63 

10.69 

•25 

.19 

area     .... 

o 

11.25 

12.75 

12.  8l 

ri  .  19 

-25 

.19 

12.75 

12.  8l 

.25 

.19 

abaris      .    .    . 

4 

15  .OO 

16.50 

16.56 

H-94 

•  25 

.19 

16.50 

16.56 

•  25 

•19 

beran  .... 

6 

16.75 

18.50 

18.56 

16.69 

•  25 

•  19 

18.50 

18.56 

•  25 

.19 

bell      .... 

8 

ig.OO 

21.  OO 

21.  06 

18.94 

•  25 

.19 

21.  OO 

21.  06 

•  25 

.19 

bril       .... 

20 

21.  OO 

23.00 

23.06 

20.94 

•  25 

•  19 

23.00 

23.06 

•  25 

.19 

dicort  .... 

24 

25-50 

27.50 

27.56 

25-44 

•  25 

•  19 

27.50 

27.56 

-25 

.19 

engra  .... 

30 

32.OO 

34-50 

34-56 

3i-94 

•3' 

•  25 

34-50 

34.56 

-31 

.25 

iculo    .... 

36 

38.50 

41.50 

41-56 

38-44 

•31 

•25 

41.50 

41.56 

.25 

For  flange  diameters,  bolt  circles  and  bolts,  see  Table  No.  71  above. 


J.  B.  L.  —  D  7 


UN]  T  F.  l> 

S  T  A    1 

-  T       1 

RON      P1PK      A  N  I)      FOUN 

DRY      COMPANY 

Standard 

Flailed   Special   Castings 

For  250 

Pounds   Working    Pressure 

i 

*^ 

C 

tnr 

v^^^ 
\, 

^ 
(  ^/ 

_r 

/T1 

L 

K/ 

PX^ 

V7 

Stan* 

ard    Flanged 

'4 

Curves*                              Standard    Flanged    '  s    Curves 

1      BLl     No.    ".; 

Code   Word,   Ffin                 TABLE    No.    74. 

Code   Word,   Ffol 

Terminal 

Nominal 
Diameter 
Inches 

Class 

t 

Lppros. 

Terminal 

Nominal 
•er    CU 
Inches 

HS             t                   1 

:  "\ 
, 

ame 

4 

F 

5i 

ame  .     . 

4               I 

.57        4 

50           53 

atore 

6 

F 

8.50 

93 

atore 

6 

'          .61        5 

50           89 

avel 

8 

F 

.71 

avel   .    . 

S 

.71        6 

oo         140 

area 

IO 

F 

.80 

II.  JO 

240 

area   .     . 

10 

'          .80       7 

oo         209 

aril 

12 

r 

.89 

aril     .    . 

12 

'          .89       8 

oo         301 

anos  .     . 

M 

F 

»79 

anos  .     . 

14 

.99       8 

oo         390 

hasse 

16 

F 

basse 

16 

i.  08       9 

oo         516 

beige 

it 

F 

i.i; 

beige 

18 

1.  17       9 

50       632 

bucu 

2o 

F 

1.27 

!(*# 

bucu 

20 

1.27      10 

oo         780 

deros 

24 

F 

1    l: 

1647 

deros 

24             1 

r        1.45      ii 

50     1133 

•to  bel'iw   rix.  irdin^  I1 

'—30 

P-  iS 

L^^^J 

'                           Standard  Flanged   Reducers* 

—  r  — 

L 

_^  —  —  ^                  T  \BI.K    No.   75.      Code   Word, 

Frud 

Code  Terminal 

Nominal 
Diami  -ter 

t 

t, 

i. 

Approximate 
Weight 

Inches 

Pounds 

aras 

(.  x    4 

F 

.61 

•  57 

66 

atico 

8x6 

F 

•  7' 

.61 

n 

112 

anls 

10  x    8 

F 

.80 

-71 

12 

169 

acho 

12  X  10 

F 

.89 

.80 

M 

245 

akor 

14  x  12 

F 

•99 

.89 

16 

347 

basan 

16  X  12 

F 

.08 

.89 

16 

39« 

bara 

1  6  x  14 

P 

.08 

•99 

If) 

445 

beige 

18  x  16 

F 

-17 

1.08 

18 

582 

borol 

20  X   16 

F 

•27 

i.  08 

20 

680 

bonne 

20  X   18 

F 

•  27 

I.I? 

20 

753 

della 

24  X  20 

F 

•  45 

1.27 

22 

1016 

•All  flanges  are  "Tongue  and  tlroove"  or  "Tongue  and  Recess"  as  shown  in  Table  No.  71.                                                 P—  35 

For  flange  diameters,  bolt  circles,  etc..  see  Table  No  71. 

All  weights  are  approximate. 

103 


UNITED      STATE 

S      CAST       IRON       PIPE 

AND      FOUNDRY      COMPANY 

Standard  Flanged  Special  Castings  —  Continued 

For  250  Pounds  Working   Pressure 

L 

^  -J 

^0   -4        ^^ 

• 

1  N 
X— 

-L  , 

1           L 

^rtt^r: 

1 

/ 

•J 

to 

Standard   Flanged 

fJT^ 

'1 

••                                          *  —  «  > 

"ees  and  Crosses*                      Standard   Flanged   Base  Tees* 

TABLE 

No.  76                                   TABLE  No.  77.     Code 

Word,  Qan 

c 

Approx. 

Code 
Term'l 

d 

Weight 

gfe 

Efl 

Pounds 

C  £            £ 

*'&'" 

Term'l 

.3 

0 

L               La           Tee    Cross 

£  <u       ~ 
c£       U 

L 

L, 

H    fel 

zj 

Code    Code 

sJJ 

<j?d- 

Furl     Put 

ame   ...       4 

F 

7.00    14.00      82    105 

ame   . 

4       F 

7.OO 

14.00 

7.00  107 

atore  ...       6 

F 

8 

.50       17.00       145       183 

atore  . 

0       F 

8.50 

17.00 

8.00      182 

avel    ...       8 

F 

10 

.00      20  .  oo 

avel    . 

8       F 

IO.OO 

20.00 

9-25 

area   .     .     .     10 

F 

II 

.50     23.00 

area   . 

10      F 

II  .50 

23.00 

10.50 

aril     ...     12 

F 

13 

.00        26  .  00 

aril 

12         F 

13.00 

26.00 

II.  OO 

acity  ...     14 

F 

14 

.50      29.00 

acity  . 

14       F 

14.50 

29.00 

14.00 

bevel      .     .     16 

F 

16 

.00      32.00 

bevel 

16       F 

16.00 

32.00 

15.25 

belon      .     .     18 

F 

18 

.00     36.00 

belon 

18      F 

18.00 

36.00 

15.50 

bunt  ...     20 

F 

20 

.00     40  .  oo 

bunt  . 

20        F 

20.00 

JO.  00 

16.75 

deral  ...     24 

F 

«4 

.00     48  .  oo 

deral  . 

24      F 

24.00 

tS.oo 

18.75 

P-32 

P-34 

8  to  24-inch  sizes  are  made  in  steel, 

to  order  only 

Standard 

Flanged  Y   Branches 

TABLE  No. 

78.     Code  Word,  Qes 

~n 

\ 

/ 

Nom'l 

Approx. 

Code  Terminal 

Diam. 

Class 

A 

B 

] 

,             Weight 

* 

// 

\ 

Inches 

Pounds 

/ 

V 

ame  

4 

F 

13.50 

3.00 

16. 

50             97 

.     i    *// 

atore       .... 

6 

F 

17.50 

4.00 

21  . 

50           188 

r^ 

avel  

8 

F 

2O.OO 

5.00 

25. 

oo 

//  s 

area  

10 

F 

23.00 

5.50 

28. 

50 

aril    

12 

F 

26.  50 

6.00 

32. 

50 

1  £ 

acity        .       . 

14 

F 

3O.OO 

6.50 

36. 

50 

bevel       .... 

16 

F 

33-00 

7-50 

40. 

50 

belon       .... 

18 

F 

36.00 

8.00 

44- 

oo 

*  Standard  Flanged  Y  Branches 

bunt        .... 

20 

F 

38.00 

8.50 

46. 

50 

deral        .... 

24 

F 

44.00 

10.00 

54- 

oo 

*  All  flanges  are 

"  Tongue 

and  Groove"  or  "Tongue  and  Recess,"  as 

shown  in  Table  No.  72. 

P-27 

For  flange  diameters, 

Dolt  circ  es,  etc.,  see  Table  No.  71. 

8  to  24-inch  sizes 

are  made  in  steel,  to  order  only. 

All  weights  are  approximate. 

104 


r  i:  1 1     s  T  A  •[•  i :  s     c  A  s  r     i  it  o  \     i>  i  i-  !•:     A  N  i  >     FOUNDRY    c  o  M  F  A  x  v 


Standard   Bell  and   Spigot  Gas   Pipe 

Standard  Gas  Pipe.       The   tables  of  standard   gas   pipe  and   the   following  tab:. 
special  castings,  were  adopted  as  the  standard  of  the  American   (las   Light  Association  at 
the  thirty-third  annual  meeting,  held  at   Milwaukee,  \Vis._  October   i8th  to  zoth,  1905,  and 
have   lK-en   accepted   by   this  Company  as   standards  for  gas  P'P<-'   :im'   specials.      In   Table 

79  the  thicknesses  and  weights  for  pipe  are  given  for  service  under  ordinary  conditions. 
In  Table  No.  So  somewhat  heavier  pipe  are  listed,  as  used  by  many  gas  engineers  for 
service  in  the  larger  cities  and  towns,  under  paved  streets,  and  especially  those  on  which  the 
traffic  is  heavy.  They  are  also  preferably  used  for  lines  laid  in  newly  made  streets,  or 
where  the  sub-soil  conditions  are  such  as  to  make  the  heavier  pipe  desirable.  The  past  few 
years  have  shown  a  very  marked  increase  in  the  quantity  of  these  heavier  pipe  that  is 
being  put  down.  Evidently  the  lessened  breakage  and  leakage  resulting  from  their  use  is 
appreciated. 

The  two  standards  of  bell  differ  only  in  joint  room  and  in  the  form  of  the  lead  groove, 
and  either  class  of  pipe  may  IK.-  supplied  to  order,  with  either  lead  groove,  as  preferred. 

•  cmciit  joints,  we  make  pipe  with  and  without  grooves,  some  of  our  friends  preferring 
simply  plain  bells. 

As  to  special  castings,  we  are  as  rapidly  as  possible  making  the  necessary  preparation  in 
new  patterns,  fixtures,  etc.,  to  enable  us  to  supply  any  of  the  standards  called  for.  Mean- 
while, unless  these  standards  are  specified,  we  may  furnish  special  castings  from  regular 
patterns  of  the  nearest  dimensions  and  weights.  All  weights  for  gas  specials  are  estimated, 
and  some  castings,  therefore,  may  exceed  somewhat  the  usual  variation  percentages.  All 
of  our  Standard  (las  Specials  are  made  with  grooves  in  bells  as  shown  in  cut  alxjve 
Table  No.  79. 

Standard  short  length  bell  and  spigot  pipe  in  lengths  to  lay  12  inches,  varying  by  6-inch 
steps  up  to  lengths  to  lay  72  inches,  are  classed  as  Special  Castings.  In  ordering  these  short 
length  bell  and  spigot  pieces  for  gas  pipe,  Table  No.  45  may  be  used  with  the  code  stem 
"Cionba"  prefixed  to  the  terminals. 

Milan!  Flanxi-il  pipe  for  <'•«*,  sec  puff*  116. 


105 


UNITED      STATES      CAS 

T      IRON      PIPE      AND      FOUNDRY      COMPANY 

h  AH 

Standard  Gas 
*' 

Tr~""J*>O*' 

4-        f  -X 

Pipe 

s 

X  =    .75  inch  on  4  and  6  inch 

01 

*'* 

Y  =    .19  inch  on  4  and  6  inch 
X  =  i.  oo  inch  on  8  to  48  inch 
Y  =    .25  inch  on  8  to  48  inch 

».7S*) 

^^-^ 

r  : 

1 

n 

TABLE  No.  79 

.     Code  Word,  Gil 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Outside 
Diameter 
Inches 

Thickness 
Inches 

Diameter  Sockets 
Inches 

Depth  Sockets 
Inches 

Weigh! 

Pounds  per 

Pipe 

Special 
Castings 

Pipe 

Special 
Castings 

Foot 

Length 

ame     .... 
atore  .... 
avel     .... 
area    .... 
aril      .... 
be  ran 
bril      .... 
dicort 
engra 
iculo    .... 
lieu     .... 
tras     .... 

4 
6 

8 

IO 
12 

16 
20 

24 
30 

36 

42 

48 

4.80 
6.90 

9-05 

II  .  IO 

13.20 
17.20 
21.34 
25-52 
3L74 
37.96 
44.20 
50.50 

•40 
-43 
-45 
•49 
•  54 
.62 
.68 
•  76 
.85 
•95 
1.07 
i  .26 

5.So 
7.90 
10.05 
12.  IO 
14.20 
18.30 
22.59 
26.77 
32  -  99 
39.21 

45-45 

51-75 

5.80 
7.90 
10.05 
12.  IO 

14.20 
18.30 

22.59 

26.77 

32.99 
39.21 

45.45 
51.75 

4.00 
4.OO 
4.00 
4.00 

4-50 
4-50 
4-50 
5.0O 
5.00 
5.00 
5.oo 
5.00 

4.00 
4.00 
4.00 
4.00 
4.50 
4-50 
4-50 
5.00 
5.00 
5.00 
5.00 
5.00 

19-3 
30-3 
42.0 
55-8 
73-8 
in.  3 

151.4 
204.  i 
282.2 
379-0 
497-3 
664  .  o 

232 

364 

670 

885 

1334 
1817 

2449 
3392 
4549 
5967 
7968 

I      1 

Standard   Heavy  Gas   Pipe 

Y  — 

P-56 

75  inch  on  4  and  6  inch 
19  inch  on  4  and  6  inch 
oo  inch  on  8  to  48  inch 
25  inch  on  8  to  48  inch 

| 

T 

to 

4* 

2V 

%=— 

^~^\^ 

X=  i 

te 

40V.35"- 

;    £ 

H    T       ^-* 

r 

TABLE  No.   80. 

1 

Code  Word,  Gon 

Code 
Terminal 

Nominal 
Diameter 
Inches 

Outside 
Diameter 
Inches 

Thickness 
Inches 

Diameter  Sockets 
Inches 

Depth  Sockets 
Inches 

Weight 

Pounds  per 

Pipe 

Special 
Castings 

Pipe 

Special 
Castings 

Foot 

Lenifth 

ame     .... 
atore  .... 
avel    .... 
area    .... 
aril      .... 
beran 
brll      .... 
dicort 
engra 
iculo    .... 
lieu     .... 
tras    .... 

4 
6 

8 

IO 
12 
16 

20 
24 
30 
36 
42 
48 

5.00 
7.10 

9-°5 
II.  IO 

13.20 
17.40 
21.60 
25.80 
32.00 

38.30 
44.50 

50.80 

•42 
•  47 
•49 
•51 
•  57 
.65 
-75 
.82 
i  .00 
1.05 
1.26 
1.38 

5.8o 
7.90 

9-85 
11.90 
14.00 
18.40 
22.6o 
26.80 
33-00 
39-30 
45-50 
51.80 

5.80 
7.90 

9-85 
Il.go 
'     14.00 
18.40 
22.60 
26.80 
33-oo 
39-30 
45-50 
51-80 

4.00 
4.00 
4.00 
4.00 
4-50 
4.50 
4-50 
5.00 
5.00 
5.00 
5.oo 
5.00 

4.00 
4.00 
4.OO 
4.OO 
4-50  • 
4-50 
4-50 
5.00 
5.OO 
5.OO 
5.00 
5.00 

20.0 
32.8 
45-3 
58-7 
76.1 
117.2 
166.7 
224.0 

442-7 
581.3 
739-6 

240 
394 
544 
703 

913 
1406 

2OOO 
2688 
3887 
5312 
6975 
8875 

P-56A 

I  Of) 


or  THE 

I   UNIVERSITY 
.' 


UNI  T  i:  1 »       S  T  A  T  K  S       CAS  T       1  R  (.)  X       1'  I  1'  K       AND       F  ()  T  N  I )  R  Y       COMPANY 


Standard   Special   Castings  tor  Gas 


Standard    '^    Bends,  4   to    14  inches 
TABI.K   No.   Si 


Standard  '+  Curves,  24  to  4S  indies 
TABLE  No.  82.     Code  Word,  Grid 


Approx.  Weight 

1'onnds 

Code 

Terminal 

—  -^ 

i; 

H 

1 

K 

i  Hull 

£- 

0 

'A 

Otm( 

Oren 

ante 

4 

4" 

4.=" 

3.00 

61 

51 

atore   . 

95 

83 

avel 

8 

•4? 

8.00 

123 

area 

10 

4') 

7.50 

UK, 

aril 

12 

.54 

ii.  aj 

21  .00 

9.00 

263 

basse  . 

.(a 

14.?" 

24.  00 

18.  OO 

449 

401. 

hi  ii.  n     . 

20 

.68 

17.7? 

27.c») 

608 

deros  . 

24 

21.1x1 

-,.  >  .  I  »  i 

18.00 

001 

Code 

Terminal 

=  i* 

.-5  '-j 
•'•-£. 

(i 

K 

K 

S 

Annrox, 

Weight 

Pounds 

deros 

24 

.76 

42.40 

3° 

12 

1  145 

etra 

3« 

.85 

50.9<j 

36 

12 

1782 

lK«r 

16 

•95 

67.90 

48 

12 

2921 

lapel 

4> 

1.07 

84.80 

60 

12 

4544 

ocet    . 

4* 

1.26 

93-32 

66 

12 

6531 

P-6 


Standard   %    Bends,  Type    i 
TABLE  No.  83 


Standard    ' .,    Bends,  Type  2 
TABLE  No.  84.     Code  Word,  Grol 


ninal 

\\\ 

:.n  ^ 
X2  = 

0 

H 

1 

K 

Approx. 
Weight 
Pounds 

ame  .     . 

4 

•  40 

13.65 

3.16 

4 

74 

atore     . 

6 

•43 

14.48 

4-23 

6 

"3 

avel  .     . 

g 

•  45 

15.31 

5-3« 

8 

I6l 

area  .     . 

IO 

•49 

16.14 

6.39 

IO 

2IO 

aril    . 

12 

54 

16.97 

7.22 

12 

29! 

Approx.  Weight 

£ 
_a  * 

Pounds 

Code 

Terminal 

-—  — 

(i 

11 

I 

K 

,  Bells 

i  Bell 

?™ 

Code 

Code 

Z 

Oral 

Our 

ame     . 

4 

.40 

3.16 

20.50 

4 

59 

atore   . 

6 

•  43 

4.23 

21.50 

6 

9° 

94 

avel 

8 

•  45 

5-3' 

22.25 

8 

129 

«35 

area 

10 

•49 

6-39 

23.00 

IO 

168 

182 

aril       . 

12 

•  54 

7.22 

24.01) 

12 

237 

252 

basse  . 

16 

.62 

9.12 

25.00 

16 

397 

407 

bucu    . 

20 

.68 

II  .03 

27.25 

20 

577 

598 

deros  . 

24 

.76 

12.94 

29.00 

24 

etra     . 

3° 

•  85 

15.67 

31.50 

30 

1298 

•  ites  on  page  105. 


P-6A 

All  weights  are  approximate. 


See  following  page  for  ' .  curves,  jo  to  48-inch. 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY    COMPANY 


Standard  Special  Castings  for  Gas — Continued 


Standard 


Curves 


TABLE   No.   85.     Code  Word,  Quz 


Code  Terminal 

^  £  » 
%«•?, 

G 

K 

R 

Approx. 
Weight 

ZG£ 

Pounds 

bucu       .     .     . 

20 

.68 

36.70 

48 

60  1 

deros      .     .     . 

24 

•76 

45.90 

60 

960 

etra        .     .     . 

30 

.85 

45-9° 

60 

I3H 

•gar             .     . 

36 

•95 

68.90 

90 

2443 

lapel       .     .     . 

42 

1.07 

68.90 

9° 

3204 

ocet        .     .     . 

48 

1.26 

68.90 

90 

4248 

Standard  TV  Bends,  Type   i 
TABLE  No.  86 


a 

Approx.  Weight 

.$a 

Pounds 

Code 
Terminal 

~-i  y 

G 

H 

I 

K 

2  Bells 

i  Bell 

3 

Code 

Code 

Z; 

Hal 

tied 

ame    . 

4 

.40 

2.69 

20.25 

6 

58 

58 

atore  . 

6 

•  43 

3-53 

20.75 

9 

87 

91 

avel   . 

8 

•  45 

4-38 

21.25 

12 

124 

130 

area   . 

10 

•49 

5-22 

22.00 

15 

1  60 

174 

aril     . 

12 

•  54 

5.81 

22.50 

IS 

223 

238 

basse 

16 

.62 

7.27 

23.75 

24 

369 

385 

bucu  . 

20 

.68 

8.7I 

24-75 

10 

530 

550 

deros 

24 

.76 

10.  16 

26.OO 

16 

787 

etra   . 

30 

•  »5 

12.  2O 

27.75 

45 

1164 

P-4 


Standard  iV   Bends,  Type  2 
TABLE  No.  87.      Code  Word,  Him 


See  notes  on  page  105. 

All  \veights  are  approximate. 

See  following  page  for  ^  curves,  20  to  48-inch. 


Code 
Terminal 

V  P  ^ 

§.§•§ 
zoS 

G 

H 

I 

K 

Approx. 
Weight 
Pounds 

ame    .     . 

4 

.40 

14.70 

2.69 

6 

75 

atore  .     . 

6 

•  43 

15.53 

3-53 

9 

114 

avel    .     . 

8 

•  45 

16.38 

4.38 

12 

162 

area    .     . 

10 

•49 

17.25 

5.22 

15 

211 

aril     .     . 

12 

•54 

I7.8I 

5.81 

18 

290 

P-6B 


108 


r  N  i  T  K  i  >     *  T  A  T  i:  s     CAS  T     IRON     i-  1  i>  r.     AND     FOUNDRY     c  o  M  p  A  N  Y 


Standard   Special   Castings  for  (ias  —  Continued 


Standard   i'«  Curves 
TABLE  No.  88.     Code  Word,  Hon 


Code  Terminal 

Nominal 

fl 

K 

K 

Approximate 
Weight 

Inches 

Pounds 

bucu  

20 

.68 

37.50 

96 

602 

deros  

24 

.76 

46.80 

120 

960 

etra 

30 

.85 

46.80 

120 

1326 

tear    ..... 

•95 

70.20 

I  SO 

2443 

lapel 

4- 

1.07 

70.20 

1  80 

3204 

ocet    . 

48 

1.26 

70.20 

I  So 

4248 

Standard  Caps 
TABLE  No.  89.     Code  Word,  Hus 


16  to  30,  two  ribs 
36  to  48,  three  rib- 

See-  notes  on  page  10$. 


I.  UK*  at  center  u  to  14  inrhes,  at  aide  y>  to  48  inchei 


Far  plug**  hat  flanges  and  bushings,  «c«  page  114. 

]'•  :  split  sleeves,  hub  sleeves,  solid  ftleeveft,  service  sleeves,  sec  page  113. 

All  weights  are  approximate. 


P-a 


Code  Terminal 

Nominal 
1  itami'tfr 
Inches 

D 

K 

<; 

Approx. 

Wri«ht 

Pounds 

ame 

4 

5.80 

4.00 

.40 

24 

atore  . 

6 

7.90 

4.00 

-43 

35 

avel 

8 

10.05 

4.00 

•  45 

50 

area 

10 

12.10 

4.00 

•49 

63 

aril      . 

12 

14.20 

4.50 

•  54 

92 

basse 

16 

18.30 

4-50 

.62 

152 

bucu 

20 

22.59 

4.50 

219 

deros 

24 

26.77 

5.00 

•  76 

3'4 

etra 

30 

32.99 

5.00 

•  85 

467 

tear    .        . 

36 

39.21 

5.00 

•95 

665 

lapel   

42 

45  45 

5.00 

1.07 

936 

ocet 

48 

5>-75 

*  .00 

1.26 

1294 

P—  17 


109 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Standard  Special  Castings  for  Gas 

m 

\         _.                                           See  notes  on  page  105 

^          V 

B= 

^« 

l 

f 

D 

[   ' 

T° 

r* 

~Ei\                            c-—  "-  -  ff 

I 

( 

/ 

^\  \ 

k  —  n  —  H 

»  —  H  4 

11                               —11- 

, 

\ 
t 

fftfj^ 

.--^^  —  '  — 

t° 

1 

i 

•=4=* 

Standard  Tees  and  Crosses  for  Gas. 

•  — 

=k 

i 

TABLE  No.  90 

Code  Terminal 

I 

Weight,  Pounds 

Nominal 
Diameter 
Inches 

Thickness 
Inches 

Crosses 

Tees 

H 

j 

4  Bells 

3  Bells 

3  Bells 

2  Bells 

A 

B 

C 

D 

Code 

Code 

Code 

Code 

Ibas 

Ibet 

Ibiv 

Iboc 

ante 

4 

4 

.40 

.40 

8 

8.00 

20 

M3 

108 

IOI 

aras 

6 

4 

•43 

.40 

8 

8.00 

20 

i 

78 

171 

'43 

J35 

atore    . 

6 

6 

•43 

•43 

8 

8.00 

2O 

199 

191 

"53 

'45 

anha     . 

8 

4 

•45 

.40 

10 

10.00 

22 

2 

30 

221 

195 

185 

alien     . 

8 

6 

•45 

•43 

IO 

10.00 

22 

262 

253 

211 

20  1 

avel 

8 

8 

•45 

•45 

10 

IO.OO 

22 

29! 

281 

225 

215 

afft       . 

10 

4 

•49 

.40 

12 

II.  OO 

24 

286 

280 

249 

243 

union    . 

IO 

6 

•  49 

•  43 

12 

12.  OO 

24 

328 

322 

273 

267 

anis 

10 

8 

•49 

•45 

12 

12.  OO 

24 

366 

360 

29I 

285 

arco 

IO 

10 

•  49 

•49 

12 

12.00 

24 

4 

36 

400 

312 

305 

aclle     . 

12 

4 

•54 

.40 

14 

I3.OO 

26 

399 

387 

357 

345 

amus    . 

12 

6 

•  54 

•43 

M 

13.00 

26 

426 

415 

370 

359 

alum     . 

12 

8 

•54 

•45 

M 

13.00 

26 

465 

454 

39° 

378 

acho 

12 

IO 

•54 

•49 

*4 

I4.OO 

26 

5 

33 

492 

409 

398 

aril       ... 

12 

12 

•54 

•54 

14 

I4.OO 

26 

5 

57 

545 

435 

424 

avate   . 

16 

6 

.62 

•43 

17 

I5-50 

29 

«5i 

629 

593 

allte     . 

16 

8 

.62 

•45 

17 

I5-50 

29 

6 

34 

671 

614 

592 

andos  . 

16 

IO 

.62 

•49 

17 

16.00 

29 

734 

712 

635 

612 

barot    . 

16 

12 

.62 

•54 

1? 

17.00 

29 

794 

771 

664 

642 

beran  . 

16 

16 

.62 

.62 

17 

17.00 

29 

920 

898 

728 

7°5 

beure   . 

20 

6 

.68 

•43 

19 

16.00 

31 

8 

?8 

850 

824 

796 

hit-no    . 

20 

8 

.68 

•45 

19 

16.00 

31 

930 

902 

850 

822 

hinal     . 

2O 

IO 

.68 

•49 

19 

17.00 

31 

9 

34 

957 

877 

850 

bio        ... 

2O 

12 

.68 

•54 

19 

17.00 

31 

IOII 

983 

890 

863 

buron  . 

20 

16 

.68 

.62 

19 

19.00 

31 

1170 

"43 

970 

943 

bril 

2O 

20 

.68 

.68 

19 

19.00 

31 

12 

(8 

122O 

948 

920 

bills      . 

24 

8 

.76 

•45 

2 

19.00 

33 

1266 

1219 

1189 

"43 

borne  . 

24 

IO 

.76 

•49 

2 

19.00 

33 

1314 

1267 

1213 

"67 

cana     . 

24 

12 

•76 

•54 

2 

20.00 

33 

13 

75 

1328 

1244 

"97 

clre 

24 

16 

•76 

.62 

2 

21.00 

33 

'452 

1405 

1252 

1204 

deros    . 

24 

20 

.76 

.68 

2 

21.00 

33 

1632 

1585 

1372 

1326 

dlcort  . 

24 

24 

.76 

.76 

2 

21.  OO 

33 

'7 

17 

1670 

1398 

1351 

deaw    . 

30 

10 

•85 

•49 

15 

23.00 

27 

-4 

59 

M32 

1383 

1327 

deur     . 

3" 

12 

•85 

•54 

IS 

23.00 

27 

15 

;o 

!     . 

1411 

1355 

dort      . 

3° 

!6 

•85 

.62 

19 

24.00 

29 

1842 

1786 

1646 

1590 

entU    . 

3° 

20 

•  8s 

.68 

21 

24.00 

34 

2086 

2051 

1811 

1776 

etra      . 

3° 

24 

•  85 

.76 

23 

24.00 

36 

2306 

2271 

1964 

1929 

engro  . 

3° 

3° 

•  85 

•85 

26 

26.00 

4' 

2669 

2677 

2187 

2195 

elazo    . 

36 

12 

•95 

•54 

15 

25.00 

27 

r9 

J4 

1872 

1808 

1746 

ebas     . 

3« 

16 

•95 

.62 

19 

26.00 

29 

2235 

2173 

2073 

2OII 

iranins 

36 

20 

•95 

.68 

21 

27.00 

34 

2571 

2538 

2298 

2265 

igab 

36 

24 

•95 

.76 

23 

27.00 

36 

28 

t6 

2813 

2493 

2459 

jgar      . 

36 

3° 

•95 

•  85 

26 

27.00 

4' 

32 

J9 

3253 

2779 

2804 

iculo    . 

36 

36 

•  95 

•95 

29 

29.00 

44 

36 

54 

3708 

3084 

3108 

All  weights  are  approximate. 

P-7 

f  N  I  T  K  I>       S  T  A  1 

C  A  s  • 

r     IRON 

1>  1    1' 

E      A  N 

It       I'  O  U  N 

DRY      COMPANY 

Standard   Special 

Castings  for  (Jas  —  Continued 

iiulard  Tees 

and   Crosses 

for  (las. 

TABLE 

\<>.  90  —  Continued 

inal 
Diain 
Im 

Thickness 
Inches 

i 

Weight,  Pound* 

Crosses 

Tees 

Code  Terminal 

H 

J 

4  Bells 

3  Bells 

3  Bells 

,  Bells 

B 

c 

D 

Code 

Code 

Code 

Ibas 

IM 

IhK 

Iboc 

ibui 

4' 

16 

.07 

.69 

30.00 

»9 

a878 

»733 

1651 

kolea  .... 

4' 

ao 

.68 

u 

30. 

oo 

3«5 

•an 

lln"« 
lard                     .       . 

4' 

4' 

J4 
3f> 

i£ 

30. 
30. 

00 

oo 

4' 

3487 
3*75 

3443 

3907 

3'47 
3454 

3'°3 
3486 

lapel     ... 

4' 

J6 

.07 

•95 

ao 

30. 

00 

44 

3859 

leaba    .... 

.07 

1.07 

oo 

47 

4954 

4»3 

nary              ... 

4< 

.6a 

'9 

33.00 

•9 

3^6 

347' 

1"S] 

ostel     .... 

48 

ao 

.j6 

.68 

11 

oo 

34 

39l6 

3680 

3688 

orijen 

48 

a4 

33- 

00 

36 

4300 

3968 

3975 

orios     .... 

48 

30 

a6 

33- 

oo 

41 

4768 

4877 

4359 

4468 

oltoe     .... 

48 

36 

.96 

»9 

33- 

oo 

44 

533a 

5440 

4794 

49°a 

ocet       .... 

48 

4' 

1.07 

3* 

oo 

47 

5370 

tlfab 

48 

48 

.•f 

I.S6 

35 

35- 

oo 

50 

BfM 

5793 

590' 

? 

P-7 

•»a^_ 

• 

..•• 

.       S 

--•— 

^™ 
u 

•^ 

\ 

J 

7 

~ 

\s 

\. 

la. 

Standard 

Y  Branches 

for 

Gas    ^V^^^fc 

See  notes  on  page  105                                  Cv^aT     /xy 
V)      W  /  x<2*C 

TABLE 

NO.  91                    *r 

Code  Terminal 

Nominal 
Diameter 
Inches 

Thickness 
Inches 

H 

• 

J 

K 

Weight,  Pounds 

3  Bells 

j  Bells 

A 

D 

Code 

Code 

B 

tart 

ante 

4 

4 

•  40 

11.15 

, 

,5 

3.16 

7.,  6 

106 

87 

aras 

6 

4 

•43 

1; 

•5° 

5- 

>5 

4-aS 

8-»5 

157 

'3' 

atore    .... 

6 

•43 

•42 

'! 

•5« 

5° 

4->5 

8.  as 

174 

anha     . 

8 

4 

•45 

-4« 

11 

8. 

80 

5-3' 

9-3' 

at8 

184 

alien     . 

8 

6 

•45 

•43 

19-3° 

9- 

0$ 

5-31 

9-3' 

338 

a°3 

avel      . 

8 

•  45 

•  4! 

B 

•JO 

9- 

jo 

5-3' 

9.31 

359 

aas 

am     ... 

lo 

4 

•49 

• 

1 

•75 

aa. 

00 

6-75 

10.75 

ago 

»50 

anlon    . 

to 

6 

•49 

•43 

"•75 

M. 

»5 

6-75 

0-75 

310 

anls      . 
area 

8 

•49 
•49 

•45 

•49 

a».7S 

"•7<i 

a. 
a. 

50 
75 

6.75 
6.75 

0-75 
0.75 

318 

aclle     . 

4 

•  54 

•4° 

t 

* 

•  75 

16. 

oo 

7-aS 

•75 

406 

35a 

amus   . 

•  54 

•4.1 

•C. 

as 

7-«S 

•75 

4*' 

368 

alum    . 

8 

•    -54 

•45 

•75 

a&. 

5° 

7-»5 

•75 

453 

achi.      . 

to 

•54 

•# 

it 

•75 

16. 

75 

7-aS 

•75 

479 

aril       ... 

la 

.54 

M 

it 

•  75 

>6. 

75 

7->5 

4^5 

beran 
bril       .       .       . 

6 

16 

.61 
.68 

.68 

!'t 
•S3 

J; 

«3 
53 

9.  ta 
11.03 

j.6a 
5-53 

s 

1184 

dlscort 

24 

'4 

.76 

43.00 

43- 

oo 

8.00 

1870 

>7>3 

rngra  . 

kuk. 

S 

JO 

36 

•95 

SI'S" 

60.38 

S: 

s 

13-75 
<I-37 

8-75 
3-37 

40,6 

Iraba 

4* 

4' 

1.07 

7C 

.00 

TO. 

aa.cn 

7.00 

6344 

tlcab    . 

48 

48 

l.gf 

80.00 

So. 

oo 

a$.oo 

30.00 

0104 

ta  are  approximate 

P-8 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Standard  Special  Castings  for  Gas 


Eccentric 


Small  End  Bell 


Large  End  Bell 


Both  Ends  Bel! 


Standard  Reducers.     TABLE   No.   92 


Nominal 
Diameter 

Thickness 

Small  End  Bell 

Large  Knd  Hell 

Both  Ends  Bell 

Code 

Inches 

Inches 

H 

Code  Word,  Icib 

Code  Word,  Icoc 

Code  Word,  Icud 

Terminal 

A 

B 

C 

D 

I 

J 

K 

Approx. 
Weight 

I 

] 

K 

Approx. 
Weight 

I 

J 

K 

Approx. 
Weight 

Lbs. 

Lbs. 

Lbs. 

aclie      .    .    . 

4 

3 

.40 

•39 

7.0 

16.0 

2-5 

6-5 

39 

16.0 

6-5 

2-5 

45 

12.  0 

2.5 

2-5 

57 

ame  .... 

6 

3 

•43 

•39 

12.  0 

21.  0 

2-5 

6-5 

55 

21.0 

6-5 

2-5 

69 

17.0 

2'5 

2-5 

81 

aras      .    .    . 

6 

4 

•43 

•49 

7.0 

16.0 

2.5 

6.5 

57 

16.0 

6-5 

2.5 

64 

12.  0 

2-5 

2-5 

83 

anha     .    .    . 

8 

4 

•45 

.40 

15.0 

24.0 

2.5 

6-5 

84 

24.0 

6-5 

2-5 

IOO 

2O.  O 

2-5 

2.5 

119 

atico     .    .    . 

8 

6 

•45 

•43 

7.O 

16.0 

2-5 

6.5 

81 

16.0 

6-5 

2-5 

90 

12.  0 

2-5 

2-5 

116 

afft   .... 

o 

4 

•49 

.40 

23.O 

32.0 

2-5 

6.5 

122 

32.0 

6-5 

2-5 

'43 

28.0 

2.5 

2.5 

162 

anion    .    .    . 

o 

6 

•49 

•43 

15.0 

24.0 

2.5 

6.5 

118 

24.0 

6.5 

2-5 

132 

20.0 

2-5 

2-5 

158 

anis       .     .     . 

o 

8 

•49 

•45 

7.0 

16.0 

2-5 

6.5 

110 

16.0 

6-5 

=  •5 

US 

12.  0 

2-5 

2-5 

150 

amns     .     .     . 

2 

6 

•54 

•43 

23.0 

33-o 

3-° 

7.0 

I72 

32-5 

7.0 

2-5 

199 

28.5 

3-o 

2-5 

225 

atum     .    .    . 

2 

8 

•54 

•45 

15.0 

25.0 

3-° 

7.0 

162 

24-5 

7.0 

2-5 

181 

20.5 

3-o 

2-5 

216 

achci       .     .     . 

2 

10 

•54 

•49 

7.0 

17.0 

3-° 

7.0 

144 

.6.5 

7.0 

2-5 

158 

12.5 

3-o 

2-5 

198 

alite      .    .    . 

6 

8 

.62 

•45 

32.0 

42.0 

3-o 

7.0 

302 

4'.5 

7.0 

2-5 

353 

37-5 

3-o 

2-5 

388 

andros      .    . 

6 

o 

.62 

•49 

24.0 

34-o 

3-° 

7.0 

282 

33-5 

7.0 

2-5 

327 

29-5 

3-o 

2.5 

368 

barot    .    .    . 

6 

2 

.62 

•54 

15.0 

24-5 

2.5 

7.0 

258 

24-5 

7.0 

2-5 

290 

20.0 

2-5 

2-5 

344 

binal     .    .    . 

o 

0 

.68 

•49 

40.0 

50.0 

3-o 

7.0 

467 

49-5 

7.0 

2-5 

54° 

45-5 

3-° 

2-5 

580 

bio    .... 

20 

2 

.68 

•54 

32.0 

4z-5 

2-5 

7.0 

448 

4L5 

7.0 

2-5 

5°8 

37.0 

2-5 

2-5 

56i 

buron   .    .    . 

2O 

6 

.68 

.62 

16.0 

25-5 

2-5 

7.0 

387 

25-5 

7.0 

2.5 

4i5 

21.  0 

2-5 

2-5 

5°i 

cire  .... 

24 

6 

.76 

.62 

3°-5 

42.0 

3-5 

8.0 

642 

4'-5 

8.0 

3-0 

711 

37-o 

3-5 

3-o 

796 

deros    .    .    . 

24 

20 

.76 

.68 

14-5 

26.0 

3-5 

8.0 

527 

25.5 

8.0 

3-° 

568 

21.  0 

3-5 

3-o 

682 

entis     .    .    . 

3° 

20 

•85 

.68 

39'° 

50-5 

3-5 

8.0 

1023 

50.0 

8.0 

3-0 

1115 

45-5 

3-5 

3.0 

1228 

etra  .... 

3° 

24 

•85 

.76 

24.0 

35-o 

3-° 

8.0 

895 

35-° 

8.0 

3'° 

946 

30.0 

3-° 

3-o 

HOI 

eces  .... 

36 

24 

•95 

.76 

48.0 

59-" 

3-o 

8.0 

1569 

59-° 

8.0 

3.0 

1678 

54-° 

3-° 

3-o 

1833 

eret  .... 

3« 

3° 

•  95 

•  85 

24.0 

35-o 

3-° 

8.0 

1213 

35-0 

8.0 

3.0 

1271 

30.0 

3-0 

3-° 

M77 

infer     .    .    . 

42 

3° 

1.07 

•  85 

48.0 

59-o 

3-° 

8.0 

2IO2 

59-0 

8.0. 

3-o 

2242 

54-° 

3-° 

3-o 

2447 

illus      .     .     . 

43 

36 

1.07 

•95 

24.0 

35-o 

3-° 

8.0 

'597 

35-0 

8.0 

3.0 

1679 

30.0 

3-° 

3.0 

1942 

ista  .... 

48 

36 

1.26 

•95 

48.0 

59-o 

3-o 

8.0 

2811 

59.° 

8.0 

3.o 

2947 

54-° 

3-° 

3-o 

3210 

iras  .... 

48 

42 

1.26 

1.07 

24.0 

35-° 

3-° 

8.0 

2121 

35-o 

8.0 

3-° 

2174 

30.0 

3'° 

3-o 

2520 

P-9  B  P-9  A 

Standard   Reducers.     TABLE   No.   93.     Code  Word,   Idav 


P-q 


Concentric  Reducers  for  Holder  Drips, 
Vertical  Lines  in  Works,  etc. 


See  notes  on  page  105. 


Code 
Terminal 

Nominal 
Diameter 
Inches 

Thickness 
Inches 

H 

I 

J 

K 

Approx. 
Weight 
Pounds 

A 

B 

C 

D 

14 
'4 
18 
18 

24 
3° 
3° 
3° 

36 
42 
48 
54 

6 
8 

10 
12 

16 

20 
24 

3° 

36 

42 

48 

•57 
•57 
•64 
.64 

•76 
•85 
.85 
•85 

•95 
1.07 
1.26 
1-35 

.40 
•43 
•45 
•49 

•54 
.62 

•67 
.76 

.85 
•95 

I.  10 

1.26 

20.0 
2O.  O 
20.0 
2O.  O 

26.O 
26.0 
26.O 
26.0 

32.0 
32.0 
32.0 
32.0 

32.0 
32.0 
32.0 
32.0 

37-5 
37-5 
37-5 
37-o 

43-0 
43-° 
43-° 
43-° 

4.0 
4.0 
4.0 
4.0 

3-5 
3-5 
3-5 
3-° 

3-° 
3-0 
3-° 

8.0 
8.0 
8.0 
8.0 

8.0 
8.0 
8  .0 
8.0 

8.0 
8.0 
8.0 
8.0 

169 
19: 
269 
294 

495 
716 
809 
932 

1414 
1862 

2473 
3090 

atur 

biate 

cift 

entis     

eret  . 

illus      

laret     

All  weights  are  approximate. 


P— 9D 


f  N  I  T  K  I  )       ST  A  T  K  S       CAS  T       1  K  o  N       !•  I  1'  K       A  X  I  >       F  o  P  X  I)  R  V 


M  I'  A  X  V 


Staiulanl   Special   Castings  for  Gas — Continued 


Split  Sleeve,   Complete  with    Bolts 
TABLE   No.   94.      Code   Word,   Ideb 


Holts 

^4 

Term'l 

In. 

A 
In. 

(  i 

In. 

11 
In. 

rL 

No, 

Diiini 
In 

II 

aca     .     . 

i 

3-38 

.38 

g. 

•"•75 

4 

•75 

"1 

acet  . 

3 

4.80 

•••75 

', 

•75 

a 

ame 

4 

5-80 

.40 

la. 

•  75 

atore 

6 

7.90 

•4.1 

11. 

a  -75 

6 

•75 

8a 

•  vrl 

8 

10.05 

•4--: 

IS- 

3.00 

8 

•  75 

US 

area  . 

10 

•49 

IS- 

8 

•  75 

If 

arie 
basse 

n 

•  j.*, 
18.30 

15. 

18. 

3-75 

8 
o 

•  75 
•  875 

1»5 
3->3 

hiKU 

ao 

.68 

18. 

3-75 

0 

•  875 

417 

deros 

14 

•  7f> 

18. 

3-75 

o 

•875 

54"> 

etra 

J2-99 

.*--. 

18. 

3-75 

o 

•875 

igar 

39-" 

•  05 

18. 

4-50 

0 

1.00 

9J4 

lapel 

ft 

18.0 

O 

l.oo 

ocet 

48 

|S.O 

• 

1  .00 

1480 

•R"  iml  •!'  pipe  for  which  the  hole  is  tupped. 

Service  Sleeve,  Complete  with   Bolts 
TABLE  No.  96.     Code  Word,  Idoc 


Term'l 

Si/c 
In. 

A 
In. 

b 
In. 

Q 

In. 

H 
In. 

,1 

R 

In. 

I.bs. 

aca      .    . 

a 

V«8 

a-35 

•  18 

8 

•75 

l.»5 

1Q 

amu* 

a 

3-3B 

»-35 

.38 

8 

•75 

1.50 

*Q 

acet    . 

i 

4.8O 

3-4» 

-38 

3 

•  75 

i.  as 

54 

anl      . 

3 

4.80 

3-4<> 

.jg 

a 

•75 

«.5o 

54 

•  me     .     . 

4 

5.80 

•40 

2 

•75 

61 

•tore 

7.90 

S-'7 

•43 

a 

•75 

3.00 

88 

avel 

8 

10.05 

•45 

5 

3.00 

3.00 

130 

Hub  Sleeve,  Complete  with   Bolts 
TABLE   No.  95.     Code  Word,  Idle 


Terminal 

In. 

A 

In. 

II 

In. 

0 

In. 

II 
In. 

,Jn. 

N 

In. 

\VKt 

UM. 

area    . 

•ftl*    . 

in       6 

.  in 

6.55 

6.55 

•49 
•49 

8 

3-°o 

J.CO 

O.OO 

'73 

i 

arie 

"         4 

•M 

5 

3.00 

4.00 

Mb 

u        h 

7.64 

8 

3.00 

6.00 

tNlfttC 

•  i" 

9.80 

.61 

8 

6.00 

HI 

bam    . 

16       8 

•3" 

9.80 

8 

8.00 

bucu   . 

*J           6 

11.97 

.68 

8 

6.OO 

(43 

bonne 

10       8 

11.1,7 

.68 

8 

4M 

bunt 

"•50 

8 

3'7S 

i' 

Mav  be  ordert-tl   Dtxiblc   Hub. 
word.  Idlm. 


Add  terminal  ti> 


Solid  Sleeve 
TABLE  No.  97.     Code  Word,  Iduf 


Code  Terminal 

Size 
In. 

A 
In. 

0 

In. 

H 

In. 

Wfft 

I.I- 

aca    ..... 

a 

3.38 

•38 

8 

'7 

acet 

j 

•39 

a 

3) 

atore 

4 
6 

s'so 

•40 
•43 

a 
a 

61 

avel  . 

8 

0.05 

•45 

5 

97 

area  ..... 

10 

a.  10 

•49 

5 

119 

arie 

la 
16 

si" 

•  54 
.61 

i 

all 

bucu 

ao     ' 

a-59 

.68 

8 

deros 

14 

16.77 

.76 

8 

47« 

etra 

JO 

.85 

8 

64* 

•gar 

3° 

39-ai 

•99 

8 

8«8 

tapel       . 

4' 

45-45 

1.07 

8 

IIO3 

ocet 

48 

51-75 

i.a6 

8 

"'" 

All  weights  are  approximate 


UNITED       STATES      CAST      IRON       PIPE      AND       FOUNDRY      COMPANY 


Standard  Special   Castings  for  Gas — Continued 


12  to  24  inches 

inclusive,  Lugs 

at  center 


30  inches  and  larger 
Lugs  at  side 


For  Patent  Screw  Plugs,  see  page  119. 

Plugs.    TABLE  No.  98.    Code  Word,  Ifab 


Code 
Terminal 

Size 
In. 

A 
In. 

G 
In. 

H 
In. 

& 

Weight 
Pounds 

acet     .    . 

3 

3-8o 

.40 

5-25 

4.00 

6 

ame     .    . 

4 

4.80 

.40 

5-25 

4.00 

9 

atore  .    . 

6 

6.90 

•43 

5-25 

6.OO 

15 

avel    .    . 

8 

9-°5 

•45 

5-25 

8.00 

23 

area    .    . 

10 

11.10 

•49 

5-25 

IO.OO 

34 

aril      .    . 

12 

13.20 

•54 

6.00 

12.  OO 

56 

beran  .    . 

16 

17.20 

.62 

6.00 

22.OO 

9T 

bril     .    . 

dicoft  .    . 

20 
24 

21-34 
25-52 

.68 
.76 

6.00 
6.50 

36.00 
60.00 

'33 

197 

engra  .    . 

30 

31-74 

•  85 

6.50 

78.00 

308 

iculo   .    . 

36 

37-96 

•95 

6.50 

oo.oo 

453 

leaba  .     . 

42 

44.20 

1.07 

6.50 

120.00 

657 

tigab  .     . 

48 

50.50 

1.26 

6.50 

150.00 

947 

For  Caps,  see  page  iog. 
_  C 


TABLE   No.  99 
Hat  Flanges.     Code  Word,  Ifec 


Code 
Terminal 

Size 
In. 

A 
In. 

C 

In. 

G 

In. 

H 

In. 

N 
In. 

Weight 
Pounds 

aca    .    .     . 

24  x    6 

6 

13-50 

•43 

4 

13.0 

67 

ame  .     .     . 

24  x   8 

8 

15-5° 

•45 

4 

13.0 

90 

alizo     .     . 

24  X  10 

10 

17-5° 

•49 

4 

13.0 

in 

aras  .    .    . 

24  X  12 

12 

i9-5° 

•54 

4 

13.0 

149 

am  us     .     . 

30  x    6 

6 

13-50 

•43 

4 

16.0 

67 

atum    .    . 

30  x    8 

8 

15-50 

•45 

4 

16.0 

89 

acho      .    . 

30x10 

10 

!7-5° 

•49 

4 

16.0 

no 

aril  .    .    . 

30  X  12 

12 

19.50 

•54 

4 

16.0 

146 

bero  .    .    . 

36  x    6 

6 

!3-5o 

•43 

4 

i9-25 

66 

bias  .     .     . 

36  x    8 

8 

I5-50 

•  45 

4 

i9-25 

88 

biam     .     . 

36x10 

10 

I7-50 

•49 

4 

19-25 

no 

begi.    .    . 

36  X  12 

12 

19.50 

•54 

4 

!9-25 

144 

bio    ... 

42  x   6 

6 

I3-50 

•43 

4 

22.37 

66 

brom     .    . 

42  x    8 

8 

15-5° 

•45 

4 

22.37 

88 

bucu     .    . 

42  x  10 

10 

17-50 

•49 

4 

22.37 

109 

bril  .    .    . 

42  X  12 

12 

19.50 

•54 

4 

22.37 

144 

eces  .    .    . 

48  x   6 

6 

13-50 

•  43 

4 

25-50 

66 

emiir    .    . 

48  x    8 

8 

15-50 

•45 

4 

25-50 

88 

emo  .    .    . 

48  X  10 

IO 

17-50 

•  49 

4 

25-50 

108 

ebat      .    . 

48  X  12 

12 

19.50 

•  54 

4 

25-50 

144 

Not  machined.  P— 14 

Hat  Flanges  are  adapted  for  connecting  small  line  to 
large  main  already  in  use,  or  may  be  used  in  new  work. 


TABLE  No.    100 
Bushings.     Code  Word,  Ifid 


Code 

Sixe 

A 

B 

C 

H 

Weight 

Terminal 

In. 

In. 

In. 

In. 

In. 

Pounds 

atore      .    . 

6x   3 

4.60 

6.65 

6.90 

4-5o 

21 

ame  .    .    . 

6x4 

5.80 

6.65 

6.90 

4-50 

12 

avel  .     .    . 

8x    4 

5.80 

8.80 

9-05 

4.50 

32 

acity      .    . 

8x    6 

7.90 

8.80 

9.05 

4-50 

16 

area  .    .    . 

0x6 

7.90 

0.85 

II.  IO 

4-50 

44 

abans    .    . 

ox    8 

10.05 

0.85 

1  1.  10 

4-50 

19 

aril    .    .    . 

2X     6 

7.90 

2-95 

13.20 

5.00 

64 

bell    .    .    . 

2X     8 

10.05 

2-95 

13.20 

5.00 

61 

bril    .    .    . 

2  X  IO 

12.  IO 

2-95 

13.20 

5-00 

26 

Bushings.  All  weights  are  approximate. 


P— i. 


114 


N  I  T  K  I)       S  T  A  T  K  S       CAS  T      IKON       1'  1  I' 


AND       K  (  I  T  X  I )  R  V      COMPANY 


4 

1 

T 

X 

0 

A      » 

<    G 


Standard    Special    C'listitigs    for   (ias  —  C'oiu. 
and    Holder   Drips.      TABLE   No.  101 


Appro\. 

d 

\Vgt..  I.bs. 

Term'l 

A 

C 

0 

H 

J 

o 

Si 

Yard 

lll.lr 

Hot 

Ihlg 

aca    - 

4 

„ 

4 

•57 

55 

•4» 

49-00 

129 

530 

5" 

ame 

'1 

•43 

47.00 

547 

520 

atnre 

8 

18 

8 

•  45 

J<>4 

793 

in  cl 

18 

.64 

•  49 

43-oo 

185 

-  . 

area  . 

i  j 

.-4 

12 

.76 

61 

•M 

358 

1310 

aril  . 

3" 

-85 

73 

54-75 

658 

beran 

ao 

-8s 

73 

.68 

50.56 

600 

brll 

24 

•  85 

.76 

4«-38 

2278 

JUS 

dlcnrt 

•95 

84 

.85 

51.38 

904 

3389 

- 

emrra 

85 

45-38 

1087 

icula 

48 

4' 

1.07 

1-41.4 

traha 

48 

48 

'" 

7220 

Weights  -I--  n«t  include  plugs. 


tapped  for 


ausfiini 
tdppec/for 

Z'pipe 


Alternate  Tapping  of  Plugs:;: 
TABLE  No.   102.     Code  Word,  I  gat 


Code  Term'l 

Size 

L 

M 

Code  Term'l 

Size 

I. 

M 

•veto  .    . 

lo 

"•75 

a.oo 

dlcort  .    .    . 

3» 

4-75 

4.00 

areat    .     . 
arlla     .    . 

n 
16 

'•75 
4-75 

2.00 

4.00 

ST. 

3« 
4> 

4-75 
4-75 

4.00 
4.00 

beran  .    . 

JO 

4-75 

4.00 

kab     .    . 

4« 

4-75 

4-00 

hnl.i 

*4 

4-75 

4.00 

Holder  Drips 

For  yard  and  holder  dripn, 
plug* **<?(•'  Table  N'o.  98 )ara  Hop- 
plied  with  bosses  and  tapped 
to  order  only.  They  may  be 
arranged  with  one  bole,  as 
shown  above  drip  cuts,  or  wilh 
tapping  per  Table  No.  tot. 


Bushings  extra.         P — ao 


Line  Drips.     TABLE   No.    loj.     Code  Word,  Iged 


Code  Terminal 

Size 

A 

C 

Q 

H 

J 

o 

yunrts 

Appri.\ 
1'iiiinils 

MM 

4 

2 

4 

•  54 

•40 

13.00 

*4 

240 

amet     . 

6 

2 

6 

•54 

•43 

21  .OO 

310 

avet 

8 

2 

8 

•54 

33 

•45 

a3.OO 

44 

351 

aret      . 

10 

6 

10 

.62 

37 

•49 

25.00 

83 

547 

arib      . 

12 

6 

12 

.61 

41 

•54 

26.81 

V 

615 

bera 

16 

ao 

16 

.68 

45 

.62 

26.75 

140 

bril       . 

20 

24 

.76 

•49 

.68 

26.56 

12^6 

iliv.ir     . 
en»a     . 

a4 

3° 

3° 

3« 

24 
3" 

•95 

a 

.76 
•85 

26.38 

450 

•  85t 

11  u  l.i     . 

4» 

3« 

1.07 

64 

•95 

25-38 

605 

3&' 

leaner  . 

42 

48 

42 

7' 

1.07 

785 

48 

54 

48 

"•35 

77 

1.26 

as  -as 

Lint-   ! 


Weights  tl<»  n«'t  inultnU-  plug«.     Sot-  Table  \o.  98.  P— 1 

l,in«-  dripK,  unle^it  otherwise  ordered  nre  supplied  with  pln^n,  having  one  hole  tapped 
inches  in  a  boss  about  .-'  •  inches  diameter. 
All  weight*  are  approximate. 


UNITED      STATES      CAST      IRON       PIPE      AND      FOUNDRY      COMPANY 


Standard   Flanged  Pipe  for  Gas 


TABLE  No.   104.     Code  Word,  Igit 


Code 
Terminal 

Nominal 
Diameter 
Inches 

Thickness 
Inches 

Flange 
Diameter 
Inches 

Flange 
Thickness 
Inches 

Diameter 
Bolt 
Circle  . 
Inches 

No.  of 
Bolts 

Size  of 
Bolts 
Inches 

Weight 
Pounds  pel- 

Weight 
Pounds 
Single 
Flange 

Foot 

Length 

ame     .    .    . 

4 

.40 

9.00 

.72 

7-13 

4 

.625 

17.22 

224 

8.94 

atore  .    .    . 

6 

•43 

II  .OO 

•77 

9.13 

4 

.625 

27.27 

351 

12.14 

avel     .    .   . 

8 

•45 

13.50 

.81 

11.13 

8 

.625 

34-94 

489 

17.38 

area     .    .    . 

10 

•49 

16.00 

.86 

13-75 

8 

.625 

50-95 

659 

24.29 

aril  ... 

12 

.54 

19.00 

•93 

15-75 

8 

.625 

67.02 

876 

36.61 

heram     .    . 

16 

.62 

22.50 

I.  00 

2O.OO 

12 

•  75 

100.38 

1296 

44-49 

brll  .... 

20 

.68 

27.00 

1  .00 

24.50 

1  6 

•  75 

137.72 

1766 

57-79 

dicort 

24 

.76 

31.00 

1-13 

28.50 

16 

•  75 

184.45 

2358 

73.38 

engra 

30 

.85 

37-50 

1.25 

35.00 

20 

.375 

257.34 

3294 

104.57 

iculo    .    .    . 

36 

•95 

44.00 

1.38 

4L25 

24 

.875 

344.60 

4417 

142.31 

lien  .... 

42 

1.07 

50.75 

1.56 

47-75 

28 

1  .00 

452.34 

5828 

201.86 

tras     .    .    . 

48 

1.26 

57-00 

i-75 

54  •  oo 

32 

i  .00 

608.02 

7801 

254.02 

NOTES— Pipe  made  in  i2-foot  lengths  and  faced  &  inch  short  for  gaskets.      All  dimensions  in  inches.      Above  are  neat  finished 
weights.     Allowance  must  be  made  for  variation  and  finish. 


Code,  Igul 


Code,  Had 


Code,  Ilef 


Short  sections  of  flanged  pipe  for  gas  with  lengths  as  shown  in  Tables  Nos.  44,  45  and 
46,  will  be  furnished  for  gas  with  flange  and  other  dimensions,  as  shown  in  above  table.  Use 
same  code  terminal  as  given  in  Tables  Nos.  44,  45  and  46. 


116 


N  i  T  i:  i -     >  i  A  r  i:  >     CAS  T     i  i<  o  \     i- 1  \>  K     A  N  i>     K  <  >  r  x  DRV     COM  i-  A  N  v 


Standard    Flanged   Castings  tor  (ias 


^^» 

Lvz^Lj 


.     Helld 


ick  (>(>enin>f  Hand-hole 
ItemK     Code.  Larb 


Flanged  '4   Ik-mi*  without  ln.ltrtl  hand-liuK*. 
and  with  hand-hole  or  base 

Standard   Flanged    '  „    Bends 


Standard   Flanged    '4    Bends.      TABLE   No.    105  TABLE   No.    106.       Code,   Lod 


._  u 

Al'prox.  Weight.  I.''* 

u  a 

Ti 

||| 

C 

T 

K 

11 

Plain 

Hand- 
hole 

Base 

II- 

Code 

Code 

Code 

Lab 

Lee 

1  mi 

•me 

4 

6 

•40 

9.00 

7.00 

46 

•  lore 

6 

8 

•4.1 

3-00 

8   00 

53 

"85 

75 

avel 

8 

o 

3.00 

9-25 

87 

•38 

110. 

area    . 

10 

I 

•49 

0.50 

"4 

169 

•73 

aril     . 
bane  . 

bucu 

u 

90 

3 

8 

!o8 

4.00 
4-00 
5.00 

t.oo 

181 
276 
450 

295 

370 

'53 

4" 
662 

iler.is 

if 

to 

•  76 

5.00 

8.75 

950 

etra 

3° 

24 

.85 

5.00 

2.00 

1044 

1^8 

'549 

'ifar 

36 

•9 

•95 

5-SO 

5-50 

'755 

2428 

lapel 

4« 

3> 

1.07 

5-5" 

9366 

'47' 

ocet     . 

48 

35 

1.26 

5-5° 

3382 

J477 

5166 

| 

„  u 

| 

Ti 

i  £"5 

C 

T 

R 

*  r  = 

U     y 

o.i.5 

u>   t 

H 

*fi 

a 

•  me 
•  lore 
avel  . 

0 

8 

3-49 
4-23 
5.63 

•43 
•45 

2.00 
3.00 
3.00 

"7 
69 

area  . 
aril  .      . 

bafM 

hum 

10 
12 

90 

5-44 

6.62 
8.82 

•49 
•  54 
.62 
.68 

4.00 
4.00 
4.00 

S*oo 

99 
'35 
'93 

deros 

••4 

9-5» 

5.00 

428 

etra  .      . 

30 

11.76 

•85 

5.00 

091 

Ijcar 

14.65 

•  95 

5-50 

1002 

ocet  .      '. 

4* 

48 

»5-8j 

1.07 
1.26 

5-50 
5-5° 

'548 

9157 

P— 78-70  P-8o 

Hand-holes  »=*  im-hes  <m  i,  inches,  8  inches  on  8  inches  to  1 1  inches  inclusive  ;  12  inches  on  16  inches  to  94  inches  inclusive  ; 
i'<  inches  on  t  .  inches  to  .,8  inches  inclusive  Bends  with  hand-holes,  bolted  or  quick  opening.  Extras  -Quick  opening  bends 
are  somewhat  heavier  than  those  with  bolted  covers. 


Concentric  K-  I  ut 


Standard   Flanged   Reducers.     TABLE  No.    107 


ivenlrir  Reducers.      Code,  Mat 

.  .ible  No.  104  for  flange 
diameters,  bolt  circles,  etc. 


Terminal 

Nominal 
Diam.,  Inches 

Thickness 
Inches 

H 

J 

K 

I 

Approx. 
Weiirhl 

Hounds 

A 

R 

C 

D 

•ca  . 

6 

4 

•43 

•40 

7.00 

.50 

•50 

12   OO 

43 

avel 

8 

4 

•45 

•4° 

15.00 

•  So 

•  50 

2O.OO 

72 

.tin.        . 

8 

•45 

•43 

7.00 

•  So 

•So 

19.00 

61 

area 

lo 

4 

•49 

•40 

23.00 

•  So 

•5° 

28.00 

"3 

atur       . 

10 

6 

•49 

•43 

•  SO 

•50 

2O.OO 

IOI 

•  lore 

10 

8 

•49 

•45 

7.00 

•  50 

•5» 

12.00 

86 

aril  .      . 

f  J 

6 

•  54 

•43 

3.00 

•  SO 

28.50 

159 

be  ran 

11 

8 

•  54 

•45 

3.00 

•50 

20.50 

'4' 

bell  .      . 

13 

lo 

•  54 

•49 

7.00 

3.00 

•  50 

12.50 

121 

bnaw     . 

16 

8 

.62 

•45 

32.00 

•  50 

37-50 

»JS 

bara 

16 

to 

.62 

•49 

24.00 

3-oo 

•jo 

252 

bril  .      . 

16 

12 

.62 

•  54 

2.50 

•  jo 

2O.OO 

29O 

bucu 

20 

10 

.68 

•49 

3.00 

•So 

45-50 

437 

bonne    . 

90 

12 

.68 

•  54 

32.00 

2.50 

•  SO 

4<* 

dlcort    . 

20 

16 

.68 

.62 

16.00 

2.50 

•So 

21  .00 

309 

deroft 

>4 

16 

•7« 

.61 

30.50 

.00 

37.00 

554 

della      . 

'4 

•J6 

.68 

•4-50 

3-5° 

410 

etra 

30 

20 

.85 

.68 

39.00 

3-50 

.00 

45-50 

906 

etros     . 

Ipv 

30 
3ft 

24 
»4 

.85 
•95 

•  7« 

•z6 

24.00 
48.00 

3-0° 
3-00 

3.00 
3.00 

54.00 

72* 
1403 

Icell       . 
lapel      . 

36 
4* 

30 

jo 

•95 
1.07 

.85 
•  85 

24.00 
48.00 

3.00 
3.00 

3.00 
3.00 

30.00 
54.oo 

1890 

tarcl       . 

42 

36 

1.07 

•95 

24.00 

3.00 

3.00 

30.00 

1337 

ocet.      . 

48 

1.26 

•95 

48.00 

3.00 

3-°o 

54-00 

»S36 

omen     . 

48 

42 

1.26 

1.07 

24.00 

3.00 

3.00 

30.00 

'777 

All  weights  art  approximate. 


1-    ll 


UNITED       STATES      CAS 

T      IRON      PIPE      AND      F 

O  U 

N 

DRY      COMPANY 

Standard 

_  ^-i  —  —  . 

Flanged  Special   Castings  for  Gas 

• 

Standard  Flanged  Tees  and  Crosses 
—  -                               TABLE   No.   108 

f 

i 

KJ~                   ^ 

1 

—Tit--; 

O 

jL-_  J..t  .._?£__ 

Sec  Table  Xo.  104  for  Flange  Diameters,  Bolt 
Circles,  etc. 

HT 

J 

^ 

•j—  -t-i-- 

• 

Code 

Term'l 

Xominal 
Diameter 
Inches 

Thickness 
Inches 
C 

Approx.  Weight 
Pounds 

Code 
Term'l 

Xominal 
Diameter 
Inches 

C 

T  lickness 
Inches 

R 

Approx.  Weight 
Pounds 

R 

Tees 

Crosses 

Tees 

Crosses 

A 

H 

t. 

t, 

Code 
Meg 

Code 
Mil 

A 

li 

t, 

U 

Code 
Meg 

Code 
Mil 

ante 
aras 
atore    . 
atico     . 
avel 
anion   . 
anis 
area 
a  turn    . 
acho 
aril 
andos  . 
barot    . 
beran  . 
bio 

h  ti  ron   . 

4 
6 
6 
8 

8 

IO 
IO 
IO 
12 
12 
12 

16 
16 
16 
20 
20 

4 

6 
6 
8 
6 
8 

IO 

8 

IO 
12 
10 
12 

16 

12 

1  6 

6       .40 
8       -43 
8       .43 
o       .45 
o       -45 
i        .49 
i        .49 
i        .49 
2       -54 

2           .54 

2       -54 
4       .62 
4       .62 
4       .62 
8       .68 
8       .68 

.40          2 

•  40       3 
•43       3 
•43       3 
•  45       3 
•43       4 
•  45       4 
•49       4 
•  45       4 
•49       4 
•54       4 
•49       4 
•54       4 
.62       4 

•54       5 

.h2            5 

.00 
.00 

.00 

.00 

.00 

.00 

.00 

.00 
,00 
.00 
.00 

.00 

.00 
.00 
.00 
.00 

49 
79 
82 
125 

174 
187 
192 
246 
262 
269 
375 
399 
396 
644 
667 

63 
98 
104 
155 
163 
204 
232 
237 
286 

33° 
429 
476 
47° 
7'5 
809 

bril 
clre 
deros    . 
dicort 
entis    . 
etra 
engra  . 
igab      . 
igar 
i  cu  In     . 
lard      . 
lapel     . 
leaba    . 
oltoe     . 
ocet 
tigab    . 

20 
24 
24 
24    . 

3° 
30 
30 
36 
36 
36 
42 
42 
42 
48 
48 
48 

20 
16 
20 
24 
20 
24 
30 
24 
3° 
3° 
30 
36 
42 
3° 
42 
48 

18 
20 
20 
20 
24 
24 
24 
29 
29 
29 

32 
32 
35 
35 

35 

.68 
.76 

'85 
•85 
•85 
•95 
•95 
•95 
.07 
.07 
.07 
.26 
.26 
.26 

.68 
.62 
.68 
.76 
.68 
.76 

:7I 

•85 
•95 
•  85 
•95 
1.07 
•95 
1.07 
1.26 

5.00 
5.00 
5.00 
5.00 
5.00 
5.00 
5.00 
5-50 
5-5° 
5-50 
5-50 
5-50 
5-50 
5-50 
5-5° 
5-5o 

653 
874 
923 
897 
'393 
1466 
1442 
2171 
2302 
2272 
3118 
3262 
3193 
4447 
457° 
4544 

779 
989 
1086 
1044 
1556 
1698 
1654 
2291 
2660 
2606 
3442 
37°4 
3585 
4842 
5099 

i 

3-3 

*fl 

"t" 

P-76 

Standard  Flanged   Base  Tees 
TABLE  No.  109.    Code  Word,  Mold 

See  Table  No.  104  for  Flange  Diameters,  Bolt 
Circles,  etc. 

C     - 

=b 

-1 

-  C 

1  f 

1 

i  u 

f       1 

Code 

Term'l 

Nom'l 
Diam.,  In. 

Thickness 
Inches 

R 

H 

Approx. 
Weight 
Pounds 

Code 
Term'l 

Nom'l 
Diam.,  In. 

C 

Thickness 
Inches 

R 

H 

Approx. 
Weight 
Pounds 

A 

B 

t, 

t, 

A 

B 

t, 

t, 

ame 
aras 
atore    . 
atico     . 
avel 
anion    . 
anis 
area 
alum     . 
acho 
avil 
andos  . 
barot    . 
beran  . 
bto 
buron  . 

4 
6 
6 
8 
8 
o 
o 
o 

2 
2 

2 

6 
6 
6 
o 

4 
4 
6 
6 
8 
6 
8 

IO 

8 
o 

2 
O 
2 
6 
2 

6 

6          .40 
8         -43 
8         -43 
o          .45 
o          .45 
i          .49 
i          .49 
I          .49 
2          -54 
2          -54 
2         -54 
4         .62 
4          .62 
4          .62 
8         .68 
8         .68 

•4° 
.40 
•43 
•43 
•45 
•43 
•45 
•49 
•45 
•49 
•54 
•49 
•54 
.62 

•54 
.62 

2.OO 

3-oo 
3.00 
3.00 
3.00 
4.00 
4.00 
4.00 
4.00 
4.00 
4.00 
4.00 
4.00 
4.00 
5.0C 
5-oc 

7.00 
8.00 
8.00 
9-25 
9-25 
0.50 
0.50 
0.50 
i  .00 

1.  00 
I.OO 

5-25 
5-25 
5.25 
6.75 
6.75 

63 
103 
106 
161 
168 
230 
243 
248 
323 
339 
346 
528 
552 
549 
870 

894 

bril 
cire       . 
deros    . 
dicort  . 
entis    . 
etra      . 
engra  . 
igab      . 
igar 
iculo     . 
lard      . 
lapel     . 
leaba    . 
oltoe    . 
ocet 
tigab    . 

20 
24 
24 
24 
30 
3° 
30 
36 
36 
36 
42 
42 
42 
48 
48 
48 

20 

16 

20 

24 
2O 
24 
30 
24 

i 
42 

42 

48 

18 
20 
20 
20 
24 
24 
24 
29 
29 
29 
32 

S2 
35 
35 

35 

.68 
.76 
•76 
.76 
.85 
.85 
.85 
•95 
•95 
•95 
.07 
•07 
.07 
.26 
.26 
.26 

.68 
.62 
.68 
.76 
.68 
•76 
•85 
•76 
•85 
•95 
•85 
•95 
1.07 
•95 
1.07 
1.26 

5.00 
5.00 
5.00 
5.00 
5.00 
5.00 
5.00 
5-50 
5-5° 
5-So 
5-50 
5-5° 
5-50 
5-50 
5-5° 
5-50 

16.75 
18.75 
18.75 
18.75 
22.00 
22.00 
22.00 
25-50 
25-50 
25.50 
29.00 
29.00 
29.00 
33-00 
33-oo 
33-00 

880 
1203 
1252 
1226 
1921 

J994 
1970 

2979 
3110 
3080 
43°9 
4453 
4384 
6272 
6395 
6379 

All  weights  are  approximate. 

P-77 

118 


r  N     T  BD      s  T  A  T                \  >  T      i  k 

(>  N 

1 

•  1  1'  K      AND 

I    o  r  N  1>  R  V      CO 

M  1'  A  N  V 

1 

r 

r 

Cast   Iron   Pipe 

Columns.     TABLE 

No.    1  10 

Code  Terminal 

for  I  .en  gtli 

D 

4-  Inch  Pipe 
Word.  Mane 

Pipe 
Mopa 

8-Inch  1'ipi- 
\Vor.l.    Mulo 

inch  Pipe 
Code  \V..,.:.  Muml 

Hase  and  Top 

Custir.K.  i.,  Inches 
Square.  Wright 

an.!  T..)) 
-•itfht 

Bane  and  Ton 
;ir.  14  Inches 

-  .-.   Wei^hl 

Ion 

.,-.  .'.  loenei 
Square.  Weight 

'•  •utuls 

WgM. 

\VK-ht 

Load 

Wghl 

L«ad 

L.*d 

clons    . 

6-0- 

i 

60 

7" 

245 

1C 

mnx 

359 

if>44io 

428 

2242«H) 

cure 

(,—  (, 

17' 

54130 

98310 

,6a4oo 

4&I 

jalson 

7'—  «" 

•83 

280 

410 

160350 

500 

jarius  .. 

I'M 

94100 

436 

158200 

535 

Jl    -    il«l 

Q 

datlon  . 

8'—  o' 

206 

. 

1(2040 

462 

571 

2ll<2lM> 

dator   . 

8'—  6* 

217 

4fM 

4" 

333 

•- 

607 

H39OO 

dear     . 

29 

44590 

35« 

5'3 

151200 

643 

21  UPOO 

debit 

9-6' 

240 

42800 

85450 

539 

678 

1O93OO 

demus 

r  •  '  —o' 

251 

41050 

564 

1462(10 

7'4 

20(»)<KI 

descas 

10  —  6' 

262 

39300 

4'>4 

81040 

590 

«437oo 

sbalg         .      . 

n—  o' 

274 

421 

•    . 

615 

141160 

785 

202200 

8lK 

11  —6' 

285" 

36160 

439 

76700 

642 

138570 

821 

199800 

MJ 

i 

i 
i 

sloch          .      . 
smuff  . 

12  —  0" 
12—6' 

297 
308 

34670 
33220 

457 
474 

74580 
71600 

692 

135920 
13334" 

- 
893 

197400 
195000 

'  weight  »f  base  and  top  castings  f 
•actor  of  safety.  8.     Ends  of  pipe  are  mach 
,<Ted.     When  required,  top  and  has 

roof. 

:ornplete  weight  of  column.     I.ou>l  • 
j.    Tops  and  bases  furnished  without  bolt 

i  Gordon'*  formula. 
holeK  unless  othir- 
g  bolt  for  tyinjf  to 

Standard  Screw  Plugs  for 

Gas  and  Water  Mains 

(Patente<l 

June  4.                                                                                                       , 

TABLE  No.   i 

i  i. 
T 

c 

V 

'ode  Word, 
.    —  soo-  • 

M 

y 

•  • 

i 

« 

rt 

1/2 

t    ll    ^' 

i          -. 
.» 

V 

n 

Terminal 

A'ei«ht.  Pounds 

alon  ...                3 
ante  .      .  '  .                4 
atore       .                      6 
avel  .      .      . 
area  ...               10 

7 

10 

Ifl 

26 
43 

L 

| 

-X* 

1 

in 

h<si 

t- 

aril    ...               12 

I* 

% 

^ 

All  weights  are  approximate. 

"9 


UNITED      STATES      CAST 

IRON      PIPE      AND      FOUND  R  Y      C  O  M  P  A  X  V 

Capacity  of  Cast  Iron  Pipe 

Table  of  contents  in  cubic  feet  and  United  States  gallons,  and  weight  of  water  (at  62^  pounds  per  cubic  foot) 
contained  in  one  foot  lengths  of  different  internal  diameters  of  pipe,  and  square  root  of  diameter  in  feet 

I  Mameter 
in  Inches 

Diameter 
in  Feet 

United 
States 
Gallons  of 
231  Cubic 
"Inches 

Weight 
of  Water 
Pounds 

Square 
Root  of 
Diameter 
in  Feet 

Diameter 
in  Inches 

Diameter 
in  Feet 

United 
States 
Gallons  of 
231  Cubic 
Inches 

Weight 
of  Water 
Pounds 

Square 
Root  of 
Diameter 
in  Feet 

I 

.0833 

.0408 

•  3395 

.289 

25- 

2.083 

25.50 

212.  2O 

1-443 

2 

.1667 

.1632 

1.358 

.408 

26 

2.167 

27.58 

229.  51 

1.472 

3 

.2500 

.3672 

3.055 

.500 

27 

2.250 

29.74 

247.51 

1  .500 

4 

•  3333 

.6528 

5.432 

•  579 

28 

2.333 

31-99 

266.18 

1.528 

5 

.4167 

I 

.O2O 

8.488 

.645 

29 

2.417 

34-31 

285.53 

1-555 

6 

.5000 

I 

.469 

12.223 

.707 

30 

2.500 

36.72 

305.57 

1.581 

7 

.5833 

I 

•999 

16.636 

.764 

31 

2.583 

39-21 

326.27 

1.607 

8 

.6667 

a 

.611 

21.729 

.817 

32 

2.667 

41.78 

347-66 

1-633 

9 

•  7500 

3 

.305 

27.501 

.866 

33 

2.750 

44-43 

369.74 

1.658 

10 

.8333 

4 

.080 

33-952 

.913 

34 

2.833 

47-16 

392.48 

1.683 

ii 

.9167 

4 

•  937 

41.082 

•  957 

35 

2.917 

49-98 

4I5.90 

1.708 

12 

i  . 

5 

.875 

48.891 

I.OOO 

36 

3- 

52.88 

440.00 

1-732 

13 

1.083 

6.895 

57-379 

1.041 

37 

3.083 

55.86 

464.80 

1.756 

14 

1.167 

7-997 

66.545 

1.080 

38 

3.167 

58.92 

490.24 

1-779 

15 

i  .250 

9 

.180 

76.392 

I.IX8 

39 

3.250 

62.06 

516.40 

1.803 

16 

1.333 

10.44 

86.916 

1.  155 

40 

3-333 

65.28 

543-24 

1.825 

17 

1.417 

II 

•79 

98.121 

1.190 

41 

3-4I7 

68.58 

570.72 

1.849 

18 

1.500 

13 

.22 

no. 

1.224 

42 

3.500 

71.97 

598.92 

1.871 

19 

1.583 

14 

•  73 

122.56 

1.258 

43 

3.583 

75-44 

627.81 

1.894 

20 

1.667 

16.32 

135.81 

1.291 

44 

3.667 

78.99 

657.3 

2 

1.915 

21 

1.750 

17.99 

149-73 

1.323 

45 

3-750 

82.62 

687.56 

1.937 

22 

1.833 

19-75 

164.33 

1-354 

46 

3-833 

86.33 

718.40 

L958 

23 

1.917 

21 

.58 

i  79  .  60 

1.384 

47 

3.9I7 

90.13 

750.06 

1.979 

24 

2. 

23 

.50 

195.56 

1.414 

48 

4- 

94.00 

782.24 

2  .OOO 

For  larger  diameters  than  those  given,  t£ 
gallons  and  weights. 

ike  one-half  the  size  required  from  the  table 

and  multiply  by  4  ;   so  also  with 

Capacity  of  Cisterns 

Capacity  of  Cisterns  of 

different  diameters  and  different  depths  in  United  States  gallons,  231 

cubic  inches 

D%™ter        Depth,  Feet 

United  States 
Gallons,  231 
Cubic  Inches 

Cubic  Feet 

DiaFIe'eetter         DeP'h'  Feet 

United  States 
Gallons,  231 
Cubic  Inches 

Cubic  Feet 

12                                 8 

14                        9 
16                        9 

1  8                     10 

20                            10 
22                               II 

6769 
10359 

13535 
I9034 
23499 

905 

1385 
1810 
2545 
3142 
4181 

24                               12 
26                               13 
28                               14 
30                               15 

32                     16 
34                     i? 

40607 
51628 
64481 
79310 
96253 
H545I 

5429 
6902 
8621 
10603 
12868 
15435 

f  N  !  T  K  1  >       STATES       CAST       IRON       PIPE       A  N  1>       !•'  <  >  V  N  I  >  R  Y       C  O  M  P  A  N  V 

Krktioual    Heads  at  (iivcn    Rates  of   Discharge  in  Clean  Cast    Iron    1'ipes  for  Kach 
1,000   Feet  of  Length 

«  V  u 
C  £-3 
-—  3 

- 

4  -inch  Pipe 

8-inch  Pi|x- 

ii-inch  Pipe 

i4-inch  Pipe 

city 

in  I 

Fric.  Head 

i2 

Head 

tl 
11 

Fric.  Head 

Vl-lm'ilv 

in  1 

Fric.   IKa.l 

Velocity 
in  Feet 

llentl 

Velocity 
in  1 

Fric    ll.-ail 

Feet 

14* 

I.I.-. 

1.1)-. 

Feet 

Lbs. 

Feet 

I.bs. 

Feet 

U,, 

*5 
SO 
too 

•00 

3°° 
400 
lot 

Z00 

Son 
900 
EjDOO 

1,200 

. 
1,600 

1,800 
2,000 
3,000 

4,000 
4'50o 

36*000 

360^300 
504,000 

. 

1,152,000 

1,440,000 

1,728  ooo 
2,016,000 

2,304,000 

2,880^00 
4.330*100 

• 

f 

26 

38 

l6 

.87 

I    O8 

M 

05 

7.66 
8.91 

10.21 

ii.?? 

'S-3» 

17.87 

7  3° 
16.05 

38.09 

84.06 

109.68 

1*8-43 

244.76 

6-95 

13.17 
•8.83 
36.94 
36.50 

47-50 
73.87 

'43-98 

1.70 

'•'7 
1.84 
3-40 
3-97 

4-54 

5-67 
i.Si 

15.88 
18.15 

2.28 

6.00 

8.S3 
11.48 

,4.8, 

18.73 

44-54 

57-95 
71.  1  1 
90.05 

218.61 
288.90 

356-H 

1.70 
3.60 
3.69 
4-97 

6.45 
8.  ii 
9.97 
14.  t| 

19.08 
35.10 
31-67 
38.99 

55-96 
75-97 
99.03 

'54-3° 

•96 

t'.to 

2.1) 

'•K 

9.87 

iss 

5-09 

5-74 
6.3! 

7.66 
8-94 

10.31 

11.47 

ia.77 
15-96 

i  .01 
1-51 

i'.'al 

3.68 
4.61 
5-64 
8.03 

10.83 
14.05 
17.68 
11.74 

I4'*4 
69.22 

85.27 
132.70 

.X. 

'•59 
l.oo 

1:3 

7^69 
9.41 

13-47 
18.15 

29.98 
36.93 

57-49 

:£ 

i  .02 

1.23 

'•43 

1.63 
1.83 

1.43 

1.86 

!'.<* 

4-9° 
5-71 
6-53 

7-35 

8.17 
11.15 

.  aa 

.36 

•54 

•It 

•99 

1.93 

2.72 

3.66 
4-73 
5-93 

7->» 

10.38 

14.  oj 

18.11 
38.35 

43-87 

62.92 

.  !<' 
.16 

•43 

•55 
.69 

•84 
1.  18 

'•S8 
1.05 
1.57 
3-'5 

4-50 
6.07 
7-89 
9-95 

"•34 
19.00 

•43 
•  57 

•99 

!:,! 

I.  JO 

1.98 

3.37 

3-40 

3-97 
4-54 
5-n 

5-67 
8.51 
9-93 

.10 

.16 
•M 
•39 
•43 

•54 
.67 
.81 
'•14 

1-52 

1.96 
a-45 
3.00 

4.36 
5-74 
7-44 
9.36 

11.50 
17.81 
95.51 

34-58 

•°4 

•07 
.  lo 

•'i 

.18 

•35 

•49 

.66 

•85 
1.  06 
'•30 

'.85 

3.33 
4.06 

5-00 
7-72 

14.98 

41 

•  51 

•73 

•83 

•94 
1.04 

1.46 

3.08 

2.50 
3.91 

3-33 
3-75 

4-'7 
6.35 

8-34 
9-38 

•05 
.08 

.13 

.'6 

.91 

-33 
•40 
•  55 

•73 
•94 
1.17 
'•43 

9.09 

3-5' 
4-41 

11.93 
16.14 

31  .OO 
26.49 

.05 
•07 

.  11 
•  14 
•'7 
•94 

•4' 

.63 

.88 

1.18 
1.51 

1.91 

a-34 
3-17 

6.99 
9.10 
11.47 

500 

1.000 

1.500 
2,000 

2,500 
3*500 

, 

4.500 

8,000 
QtOOO 

'  :  ... 
14,000 

l8.000 

,  720*100 

- 

4,3*0*000 

. 

11,530,000 

.    . 
1  5,840,01  «, 

17.280,000 
18,720^000 
30,160^100 
21,6000100 

. 

i6-inch  Pipe 

iS-inch  Pipe 

90- 

inch  Pipe 

94-inch  Pipe 

3o-inch  Pipe 

36-inch  Pipe 

.80 
1.60 

.« 
-7« 
I    6l 

.09 

•34 

.6, 

1.26 
i  go 

•'3 
•44 

.06 
•'9 

1.09 

.08 

•  04 

.  12 

•31 

•7' 
1.06 

•°4 

.13 

.09 

•  •3 

•  45 

.68 

.01 

•04 

.00 

.03 

.16 
•31 

.OI 
.03 

.00 
.01 

J.lq 

3-99 

4-79 
5-59 
6.38 
7.18 

1.82 

4-14 

6.  19 
8.37 
10.87 
13.70 

•6.85 
30.33 

i  .  11 
1.88 

3.68 
3-63 

4-71 
5-93 

7-3° 
8.71 

1.51 

3-'5 

3-78 
4-41 
5-04 
5.67 

6.30 
6-93 
7-57 

9-45 

3-48 
4-70 
6.09 
7.67 

11.38 
'3-49 

1.51 
3.03 
9.64 
3-3* 

4.08 
4.91 
5-84 

3.04 

a-55 

3.06 

J:S 

4-59 

5.  II 

5.63 
6.13 
7-15 

'•47 

9.09 
9.81 

»"3 
10.86 

•9° 

1.32 

4-7' 

1.42 

1-77 

i!84 
3-19 

3-55 
3-00 
4.96 
4-96 

5.67 
6.38 

•4' 
.69 

•  »7 

1.16 

1.88 
3.31 

I'll 
4-43 

5-75 
7-95 

.18 

•a? 

.38 
•5° 

•65 
.83 

l.oo 

1.90 
1.43 
1.93 

3.49 

3-'4 

'•13 
1.36 

\'M 

a.°4 

3.37 
3.50 
3.73 
3.18 

4.08 

4-54 
5.00 

5-44 

6.36 
6.80 

•'5 

.93 

•3° 
•  40 
•Sa 

•  64 

•  78 
•94 
t.ll 
'•49 

'•93 

*  4I 

3.98 

3-59 

4-aS 

4-97 

5-75 
6.58 

•09 

•'3 
•17 

.23 

.38 

•  34 

2 
•65 

.84 

•» 
•55 

•  84 

•  15 

.63 
•79 

•  95 
l.lo 
1.36 
1.43 

'•SB 

1:5 

3-'5 

3-78 
4-09 
4-4' 
4-73 

5.05 
5  3* 

6-3° 

.00 

•09 

•'3 
•'7 

.33 
•17 

•33 

.61 
.80 

'•47 

'•74 
3.03 

a-35 

2.69 

3-04 
3-43 
3-83 
4-7' 

.04 

.06 
•»7 

.13 

•'4 
•'7 

.30 

•  »7 

•35 
•43 
•  S3 

•  75 
.88 

1.09 
I.I? 

••3» 

1-49 
1.66 
3.04 

See  text  on  pugc  following. 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

The  application  of  this  table  is  fourfold.  It  may  be  used  to  ascertain  the  maximum 
discharging  capacity  of  a  pipe  under  a  given  head,  or  to  ascertain  the  diameter  of  a  pipe  for 
a  given  discharge  and  head.  It  may  also  be  used  to  ascertain  loss  of  pressure  for  a  given  rate 
of  discharge,  or  to  determine  the  volume  of  water  flowing  through  a  pipe  from  the  reduction 
of  pressure.  Velocity  and  entrance  head  are  not  included  in  the  figures  for  frictional  head 
and  may  be  omitted  for  ordinary  mains,  but  should  be  added  for  high  velocity.  Discharge 
and  velocity  will  be  affected  somewhat  by  the  condition  of  the  mains,  number  of  specials  and 
valves  in  the  line,  etc. 

As  an  example  of  the  maximum  quantity  of  water  an  8-inch  pipe  will  discharge,  take 
7,500  feet  of  8-inch  straight  cast  iron  pipe,  under  a  head  of  160  feet,  which,  divided  by  7.5, 
gives  21.33  as  the  frictional  head  per  1,000  feet  of  pipe.  The  table  shows  1,000  feet  of 
8-inch  pipe  under  21.74  feet  head  will  give  a  flow  of  approximately  1,000  United  States 
gallons  per  minute. 

To  ascertain  the  diameter  of  pipe  for  a  given  flow,  we  may  take  as  an  example  a  delivery 
of  1,900,000  gallons  in  twenty- four  hours  through  a  line  of  pipe  25,000  feet  in  length,  under 
pressure  due  to  150  feet  head,  from  which  we  figure  a  frictional  resistance  of  6  feet  per  1,000 
feet  of  pipe.  By  reference  to  the  table,  we  find  that  under  a  frictional  head  of  5.74  feet  per 
1,000  feet,  a  line  of  1 2-inch  pipe  will  discharge  2,016,000  gallons  in  twenty- four  hours,  which 
approximates  the  desired  delivery  close  enough  for  ordinary  use. 

If  we  would  ascertain  the  extra  work  or  loss  due  to  friction  in  a  line  of  pipe,  we  must 
know  the  diameter,  flow  and  head  pumped  against.  Take  a  lo-inch  line,  4,000  feet  long, 
which  is  delivering  900  gallons  of  water  per  minute  at  a  point  100  feet  above  the  pump.  By 
reference  to  the  table,  we  find  the  frictional  head  per  1,000  feet  of  lo-inch  pipe  delivering  900 
gallons  per  minute  is  5.93  feet  or  23.72  feet  loss  due  to  friction  for  4,000  feet  of  pipe;  so  that 
the  pump  must  work  against  a  pressure  due  to  123.72  feet  head. 

The  quantity  of  water  flozving  may  be  determined  by  noting  the  loss  of  pressure  per 
1,000  feet  of  pipe.  Thus,  allowing  for  difference  in  level,  if  the  frictional  loss  be  2^  pounds 
in  1,000  feet  of  lo-inch  line,  we  find  by  the  table  the  flow  is  900  gallons  per  minute.  If  this 
frictional  loss  amounted  to  i^  pounds  we  would  have  a  flow  of  700  gallons  per  minute. 


TNI  T  K  I  >       S  T  A    I   I'.  >       CAST       IKON       I'  I  I'  K       AND       K  < )  f  N  I)  R  V       C  O  M  !'  A  N  Y 


Friction    Heads  tor 
^  required  ti>  overcome  \'  ninety-degree  circular  bends 


y 

h 

B 
> 

Radius  of  Hend  in  Diameter*  of  l'i|»- 

i  .mi 

1.35 

IS 

2.0 

3.0 

5-0 

Hemd,  in  Feet 

I 

.ind 

.003 

.002 

.001 

.001 

.001 

.001 

3 

."!> 

.009 

.007 

.005 

.005 

.004 

.004 

3 

.14" 

.041 

.015 

.012 

.on 

.010 

4 

.224 

.073 

.036 

.026 

.021 

.019 

.017 

.016 

5 

.113 

.041 

.033 

.029 

.027 

.035 

6 

.162 

.08l 

.059 

.048 

.042 

.036 

7 

.761 

.321 

.110 

.080 

.05? 

.053 

.050 

8 

•994 

.288 

.114 

.104 

.086 

.074 

.069 

.065 

9 

1  .  2(1-1 

.3^5 

.182 

•  132 

.108 

.094 

.086 

.082 

10 

I  .  njn 

.45° 

.225 

^.163 

.134 

.116 

.106 

.  IOI 

n 

2.340 

.649 

-324 

.236 

.192 

.167 

.'53 

•'45 

The  above  table  has  been  calculated  by  the  well  known  Weisbach  formula,  for  pipe  or 
bends  of  circular  cross  section,  i.e.,  round  water  pipe  specials. 

Let  R  =  radius  of  curve  or  bend  in  inches 

r    =  radius  of  section  of  pipe  in  inches 

K  =  coefficient  of  resistance 

v    =  velocity  of  flow  in  feet  per  second 

a"  =  angle  embraced  by  curve  or  bend  (a  right  angle  bend  =90') 

h    =  friction  head  in  feet  or  decimal  of  foot 

g    =  acceleration  due  to  gravity  =  33.2 


Then 
And 


K=  0.131  +  ' 

v»     a 
h  =  K  —  x  — 

2g      I  So 


Suppose  a  90°  bend  of  circular  cross  section,  20  inches  diameter  (r  =  10)  and  25  inches  radius 
of  curvature  (=  R.)  what  friction  head  is  developed  by  a  velocity  of  flow  of  27,896  feet  per 

second  ? 


K  =  0.131 


7-~     =  0.306 


And 


- 
64.4         180 


123 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


Motion  of  Gas  in   Pipe 

The  following  tables  are  computed  by  the  formula  given  below,  in  which 

Q  =  Quantity  of  gas  in  cubic  feet  per  hour. 

L  =  Length  of  pipe  in  yards  lineal. 

D  :=  Diameter  of  pipe  in  inches. 

H  =  Head  of  water  pressure  in  inches. 

G  =  Specific  gravity  of  gas  =  .400. 


D=.o56* 


G  L 


H 


If  it  is  desired  to  ascertain  the  quantities  discharged  of  gas  of  any  other  specific  gravity, 
multiply  the  quantities  indicated  in  the  following  tables  by  the  square  root  of  .4,  and  divide 
the  product  by  the  square  root  of  the  specific  gravity  of  the  other  gas. 

If  the  length  of  the  pipe  is  one-fourth  of  the  lengths  given  in  the  table,  the  discharge  of 
gas  will  be  doubled. 

If  the  length  of  the  pipe  is  four  times  greater  than  the  lengths  in  the  table,  the  discharge 
of  gas  will  be  only  one-half. 

Four  times  the  pressure  doubles  the  discharge  of  gas. 

Table  Showing  the  Discharge  of  Gas  in  Cubic  Feet  per  Hour,  through   Pipe  of 

Different  Diameters  and  Various   Lengths  in  Yards   Lineal 
Pressure  of  Water  in    Inches,   i,   1.5,  2,  2.5.     Specific  Gravity,  .400 


4  Inches  Diameter 

6  Inches  Diameter 

Length 

Length 

in  Yards 

I 

1-5 

2 

2.5 

I 

1-5 

2 

2.5 

too 

6,831 

8,370 

9,658 

10,800 

100 

18,820 

23,050 

26,6OO 

29,770 

150 

5,580 

6,830 

7,888 

8,817 

150 

15,370 

18,820 

21,700 

24,300 

200 

4,829 

5-920 

6,826 

7,674 

2OO 

13,310 

16,400 

I8,800 

21,000 

300 

3,944 

4,829 

5,577 

6,233 

300 

10,870 

I3,3io 

15,370 

17,180 

500 

3.055 

3,740 

4.320 

4,829 

5OO 

8,418 

10,310 

11,940 

13,310 

750 

2,420 

3,055 

3,522 

3,944 

750 

6,872 

8,418 

9-  720 

10,870 

1,000 

2,160 

2,646 

3,052 

3,413 

I.OOO 

5,950 

7,290 

8,420 

9,410 

1,250 

1,932 

2,366 

2,732 

3,052 

1,250 

5,340 

6,320 

7.540 

8,415 

1,500 

1,761 

2,160 

2,490 

2,789 

1,500 

4,860 

5,970 

6,860 

7,672 

1,750 

1,634 

2,000 

2,310 

2,582 

i,75o 

4,500 

5,500 

6,366 

7,  "5 

2,000 

1,530 

1,870 

2,150 

2,415 

2,000 

4,209 

5,155 

5,970 

6,655 

124 


N  I  T  !•:  li       >  T  A  T  i:  S      CAS  T          R  0  X       I'  1  1'  K       A  X  1)       !•'  ()  f  X  I)  R  V      C  O  M  P  A  X  V 

Table   Shotting  the    Discharge  of  (ias  in   Cubic    Feet  per   Hour,  through    Pipe  of 

Different    Diameters  and   Various    Lengths  in   Yards    Lineal 

Pressure  of  Water  in    Inches,    i,    1.5,   2,   2.5.      Specific  Gravity,   .400—  Continued 

8  Inches  Diameter 

•  lies  Diameter 

I-enKth 

1 

i.f 

2 

in  \ards 

1 

1-5 

2 

[OO 

'.50 

47. 

54-' 

i.i,  I... 

500 

30.100 

37.100 

42.600 

47.700 

SL! 

640 

44.600 

4'(.94» 

750 

24,650 

30,100 

34.800 

,  "00 

200 

27.34" 

Ite 

38,600 

43.200 

1,000 

21,640 

20,150 

30,100 

33.750 

22,310 

27. 

31,550 

35.270 

1,500 

17,400 

21.300 

24.760 

27.560 

JOO 

17,280 

21.1711 

24.400 

27.340 

2,000 

15.050 

18,500 

21,300 

23.850 

14,100 

17. 

19,800 

22,310 

2,500 

13.175 

16,136 

18,632 

20,880 

1,000 

12,22" 

14.960 

[7,380 

19.320 

3,000 

12,027 

14.561 

17,008 

19,016 

10.940 

13  ' 

15.520 

17,280 

4,000 

10.413 

12.756 

14.729 

16,468 

[,500 

9,900 

12,2"" 

14.040 

15,800 

1.750 

9,«37 

11,300 

13,040 

14,600 

2.000 

lo.sSj 

I2,2oo 

13.670 

a  Inches  Diameter 

16  Inches  Diameter 

Length 

Length 

in  \  arils 

I 

1-5 

2 

2.5 

In  Yards 

I 

1-5 

2 

2.5 

500 

47.600 

58,320 

67,2OO 

75.24" 

500 

08,000 

120,200 

138,240 

154.560 

750 

38,800 

47.600 

55.000 

6l,47<> 

750 

79-770 

97.740 

113.200 

128,020 

1.  000 

33.660 

41,200 

47.600 

53.240 

I.OOO 

69,120 

84,670 

98,000 

109,260 

1,500 

27.500 

33,600 

38,880 

43.515 

1,500 

56,600 

69,120 

79.800 

89.230 

2.000 

23,800 

29,250 

33,600 

37.620 

2,000 

49,000 

60,100 

69,120 

77.280 

2.500 

21,190 

26;  loo 

30,116 

33.631 

2,500 

43.680 

53.540 

61,824 

69.120 

3,000 

I9.44(> 

23,800 

27.500 

30.740 

39.885 

48,870 

56,600 

64,000 

4.000 

16,830 

20,600 

23,800 

26,620 

4,000 

34.56o 

42.340 

49.000 

54.630 

125 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Table  Showing  the  Discharge  of  Gas  in   Cubic  Feet  per  Hour,  through   Pipe  of 

Different   Diameters  and  Various   Lengths  in  Yards   Lineal 

Pressure  of  Water  in   Inches,   i,   1.5,  2,  2.5.     Specific  Gravity,  .400  —  Continued 

Length 
in  Yards 

20  Inches  Diameter 

Length 
in  Yards 

24  Inches  Diameter 

I 

1-5 

2 

2-5 

I 

1-5 

2 

2.5 

5OO 

170,600 

204,600 

24I,OOO 

27O,OOO 

5OO 

271,200 

326,000 

375,000 

425,800 

750 

139,600 

170,600 

197,600 

222,4OO 

750 

217,200 

271,200 

310,000 

344,000 

I.OOO 

120,744 

147,900 

I  70,  6OO 

Igl.OOO 

I,OOO 

189,200 

233,280 

271,200 

301,160 

1,500 

98,800 

120,700 

139,600 

155,800 

1,500 

155,000 

190,500 

217,200 

245,800 

2,OOO 

85,300 

102,300 

I24,5OO 

135,000 

2,000 

135,600 

163,000 

187,600 

212,900 

2,500 

76,  500 

93-500 

108,000 

120,744 

2,50O 

119,000 

145.500 

168,000 

194,400 

3,000 

69,800 

85,300 

98,800 

110,200 

3,000 

108,600 

135,600 

155,000 

172,000 

4,000 

60,370 

73,950 

85,300 

95,500 

4,000 

95,350 

1  1  6,  640 

135,600 

150,580 

Length 
in  Yards 

30  Inches  Diameter 

Length 
in  Yards 

36  Inches  Diameter 

I 

1-5 

2 

2.5 

I 

1-5 

o 

2.5 

5OO 

468,000 

574,000 

664,OOO 

744,200 

500 

744,000 

912,000 

121,200 

1,256,400 

750 

384,000 

468,000 

558,900 

607,  600 

750 

606,000 

744,000 

856,000 

1,032,000 

1,000 

332,000 

406,000 

468,OOO 

526,000 

1,000 

530,000 

644,000 

744,000 

832,000 

1,500 

272,070 

332,760 

384,140 

457,600 

1,500 

428,500  ,, 

524,860 

606,000 

677,630 

2,000 

234,000 

287,000 

332,000 

372,100 

2,000 

372,000 

456,000 

524,880 

628,200 

2,500 

210,000 

257,000 

298,000 

332,ooo 

2,500 

332,ooo 

408,000 

468,000 

530,000 

3,000 

292,000 

234,000 

27O,OOO 

303,800 

3,000 

303,000 

372,000 

428,000 

516,000 

4,000 

166,000 

203,000 

234,000 

263,000 

4,000 

265,000 

322,000 

372,000 

416,000 

126 


I"  N  I  T  i:  1 )       S  T  A  T  K  S       CAST       I  R  ( )  N       1'  I  I'  K       AND       F  (  >  I'  \  1)  R  Y       CO  M  P  A  N  Y 


Code 


^,  dimensions,  weights,  see  table,  pages  138,   139,   140. 
I'm    quantities  in  lengths,   feet,  net  tuns,   sec  table,  pages  138,    139,   140. 

shipments,  see  pages  154.  135,  136.  Dates,  see  page  137. 
For  telegrams,  letters,  invoices,  etc.,  see  pages  131,  132-137. 
For  orders,  see  page  133. 


Nachbacken 

Nachbar 

Nachbarin 

Nachbarweg 

Nachbefehl 

Nachbehelf 

Nachbeizen 

Nachbild     . 

Nachbilden 

Nachobhren 

Nachdem    . 

Nachdenken 

Nachdruck 

Nacheifern 

Nachen 

Nachfahren 

Nachfeier    . 

Nachfolgen 

Nachform 

Nachfragen 

Nachfrucht 

Nachfuegen 

Nachgaffen 

Nachgeben 

Nachgeholt 

Nachgekaut 

Nachgellen 

Nachgenuss 

Nachgerade 


I  nquiries 


Quote  by  mail 

Quote  by  mail  to  reach  here  by 

Quote  by  mail  in  care  of 

Quote  by  wire 

Quote  by  wire  to  reach  here  by 

Quote  by  wire  in  care  of 

Quote  on  dock 

Quote  alongside  dock 

Quote  alongside  vessel 

Quote  f.  o.  b.  this  city  - 

How  soon  can  you  furnish 

Mow  soon  can  you  furnish  and  at  what  price 

How  soon  can  you  furnish  and  at  what  price  delivered  f.  o.  b. 

Will  you  renew  offer  of 

Will  you  extend  time  for  acceptance  of  your  offer  to 

Will  you  extend  option  for  one  day 

Will  you  extend  option  for  two  days 

Will  you  extend  option  for  three  days 

Will  you  extend  option  for  four  days 

Will  you  extend  option  for  five  days 

Will  you  extend  option  for  seven  days 

Will  you  extend  option  for  ten  days 

Have  you  in  stock 

Have  you  in  stock,  if  not,  how  long  will  it  take  you  to  make 

How  much  of  the  following  have  you  in  stock 

How  much  of  the  following  have  you  in  stock,  and  when  can  you  ship 

balance 

When  can  you  make 

When  can  you  make  per  your  specifications 
How  long  after  receiving  order  will  it  take  you  to  make 


127 


UNITED  STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Inquiries — Continued 

Nachgiebig  .  Can  you  furnish  at 

Nachgluth  .  Please  send  more  definite  information 

Nachgrasen  .  Please  send  more  definite  information  in  reference  to 

Nachgucken  .  Please  specify  sizes,  weights  and  quantities  wanted 

Nachguss   .  .  Can  you  obtain  any  information  from 

Nachhall     .  .  Can  you  obtain  any  information 

Nachhauen  .  Can  you  obtain  any  information  concerning' 

Nachheften  .  Have  your  representative  call  regarding  pipe  inquired  for 

Nachherbst  .  Have  your  representative  call  regarding  pipe  inquired  for  on  or  before 

Nachhobeln  .  Mail  me  copy  your  specifications 

Nachholen  .  Mail  copy  your  specifications  to 

Nachhuelfe  .  Mail  me  copy  your  catalogue 

Nachjagen  .  Mail  copy  your  catalogue  to 

Nachjahr    .  .  This  price  is  desired  for  estimate 


128 


r  N  I  T  1C  1)       S  T  A   I    !•:  S      C  A  S  T       I  K  (i  N       1'  I  1'  K       A  X  I)       I-  O  U  N  D  K  V      Co  M  1'  A  N  Y 


Answers    to     Inquiries 


Subject  to    strikes,    accidents    ;tn<l    other    causes    beyond    our   control.      Any   casting 

developing  an  inherent  defect  when   placed   in  service  will  Ix:  replaced  t".  o.  b.  agreed  point 

of  delivery.  No  claims  for  damages  allowed.      Price  subject   to    change  without    notice   in 
week. 

Narrabamus  We  quote,   subject  to  above  clause,   on 

Narraban    .  .  We  quote,   subject  to  above  clause,    f.  o.  b. 

Narrahitis  We   quote,   subject   to  above   clause,    f.  o.  b.    our   works 

Narradora  We  quote,   subject   to  above   clause,    f.  o.  b.   our  works  for  shipment  to 

Narragione  We  quote,   subject  to  alxive  clause,    for  export 

Narrais       .  .  We  quote,   subject  to  above  clause,   for  cxix>rt  to 

Narramus  .  We  quote,   subject  to  above  clause,   on  dock 

Narrandos  .  We  quote,    subject   to  above   clause,    alongside  dock 

Narrantium  .  We  quote,   subject  to  above  clause,  alongside  vessel 

Nnrrarem   .  .  We  quote,   subject  to  alxive  clause,   f.  o.  b.   this  city 

Narrarono  .  We  are  quoting  by  mail 

Narrasemo.s  .  We  are  quoting  by  mail   to  reach  you  by 

Narrasses  .  .  We  are  quoting  by  mail   in  care  of 

Narrassiez  .  We  surest  you  quote 

Narrassimo  .  We  can  make 

Narrateur  .  .  We  can   make  per  our  specifications 

Narrations  .  We  can  make  material  specified   by  you 

Narrativi    .  .  We  can  make  material  specified  by  you  from  our  standard  specifications 

Narratives  .  We  cannot   make 

Narrativum  .  We  cannot  make  material  specified  by  you 

Narratore  .  .  We  have   in   stock 

Narratorio  .  We  have  none  in  stock 

Narratrice  .  ( )f  the  material  specified  by  you,  we  have  in  stock 

Narraturi  of  the  material  specified  by  you,  we  have  part  in  stock  and  can  ship  balance 

Narraturos  .  Engagements  prevent  our  making  material 

Narraturum  Engagements  prevent  our  making  material  specified  by  you 

Narravimus  .  Engagements  prevent  our  making  material  specified  by  you  before 

Narravisti  We  will  renew  offer  for 

Narravit     .  .  We  will  extend  time  for  acceptance  of  our  offer  to 

Narren        .  .  We  will  extend  option  for  one  day 

Narrenader  .  We  will  extend  option  for  two  days 

Narrenbel  .  .  We  will  extend  option  for  three  days 

Narrenfest  .  We  will  extend  option  for  four  days 

Narrenhaus  We  will  extend  option  for  five  days 


UNITED  STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

Answers  to   Inquiries — Continued 

Narrenkap  .  We  will  extend  option  for  seven  days 

Narrenkopf  .  We  will  extend  option  for  ten  days 

Narrenkuur  .  We  cannot  furnish  at 

Narrenlust  .  We  cannot  furnish  for  less  than 

Narrenpak  .  We  will  make  delivery 

Narrenpots  .  We  will  get  more  definite  information 

Narrenrede  .  We  will  get  more  definite  information  concerning 

Narrenseil  .  We  will  get  more  definite  information  and  advise 

Narrentanz  .  We  are  mailing  copy  our  specifications 

Narrenthum  .  We  are  mailing  copy  our  specifications  to 

Narrenwelt  .  We  are  mailing  copy  our  catalogue 

Narrenwort  .  We  are  mailing  copy  our  catalogue  to 

Narrenzeit  .  Our  representative  will  call 

Narrenzeug  .  Our  representative  will  call  on 

Narrerais  .  Our  representative  unable  to  reach  you  as  requested,   will  call 

Narreremo  .  Our  representative  unavoidably  detained,   will  call 


130 


I'  N  I  T  K  1 1   S  T  A  T  1 .  S   CAST   IRON   I'  I  1'  K   AND   FOUNDRY   COMPANY 


Telegrams 

Natabamus  See  our  telegram 

Natabat      .  .  See  our  telegram  of 

Natabilite  .  See  your  telegram  of 

Natabilium  .  Have  not  received  your  telegram 

Natabulum  .  Answering  your  telegram 

Natabundi  .  Answering  your  telegram  of 

Natabundos  .  Answering  your  telegram  of  even  date 

Natafelen    .  .  Without  answer  to  our  telegram 

Natale    .     .  .  Without  answer  to  our  telegram  of 

Natalia       .  .  Telegraph  answer 

Natalibus  .  .  Telegraph  answer  to 

Natalicios  .  .  Telegraph  answer  in  care  of 

Natalicium  .  We  do  not  understand  your  telegram 

Natalities  .  .  There  is  a  mistake  in  our  telegram,   it  should  read 

Natalizio    .  .  Telegram  came  too  late 

Nataloine  .  .  Telegram  received,   will  advise  upon  hearing  from 

Natant  .     .  .  Telegram  received,   will  advise  upon  hearing  from  works 

Natantes    .  .  Telegram  received,   will  advise  upon  securing  freights 

Natantium  .  Telegram  received,  we  are  working  upon  this  and  will  advise 

Natantly    .  .  Telegraph  briefly,  sending  full  particulars  by  mail 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Nascamini 
Nascebamur   . 
Nascedouro 
Nascemmo 
Nascenca    . 
Nascendo    . 
Nascent      .     . 
Nasceranno     . 
Nascerebbe 
Nascevarno 
Nascevate 
Naschdose 
Naschelden 
Naschhaft 
Naschijnen 
Naschimpen    . 
Naschkatze 
Naschmarkt    . 
Naschmaul 
Naschoppen     . 
Naschouw 
Naschouwen   . 
Naschrift    /    . 
Naschsucht      . 
Naschudden 


Letters 

We  are  writing 

We  have  written 

We  will  write 

Answering  your  letter 

Answering  your  letter  of 

Answering  your  letter  of  even  date 

Your  letter  received 

Have  not  received  your  letter 

See  our  letter 

See  our  letter  of 

See  your  letter 

See  your  letter  of 

Send  answer 

Send  answer  to 

Send  answer  in  care  of 

We  do  not  understand  your  letter 

We  do  not  understand  your  letter,   advise  us 

Write  full  particulars 

Explanatory  letter  following 

Will  write  advising  further 

Answering  your  letter,   we  are  working  upon  this  and  will  advise 

There  is  a  mistake  in  our  letter,   it  should  read 

Our  letter  missent 

Our  letter  missent,   mailing  copy  to-day 

Letters  came  too  late 


132 


I'       STAT  \ST       IRON       I'  I  I'  1C       AND       KOTNDRY       COMPANY 


Orders 

NatJcier      .  .      Enter  order  for 

Naticoide    .  .      Enter  order  per  your  ([notation 

Naticuto  Enter  order  ("or  shipment  within 

Natifs    .      .  .      Enter  order  for  shipment  to 

Natiguay    .  .      Have  you   received  order  without  acknowledgments 

Natijd    .      .  .      Revise  order  to  read 

N'atillns      .  .     Advise  by  wire  if  order  has  been  entered 

Natimmeren         We  are  mailing  confirming  order 

Natinabor  .     Our  order  in  error.     Await  to-day's  order 

Natinantem          Will  you  increase  order  at  same  price 

Natinantis  Have  not  received 

Natinemyr  Have  not  received  order  from  you 

Natinor       .  .      Have  not  received  order  from  you  for 

Nation  .     .  .     Telejjram  received,  have  revised  order  to  read  as  you  direct 

Nationum  Letter  received,  have  revised  order  to  read  as  you  direct 

Native  .     .  .     Will  enter  order 

Nativement          Will  enter  order  per  quotation  of 

Nativeness  .     We  will  increase  order  at  same  price 

Natividade  .      We  will  not  increase  order  at  same  price 


'33 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Shipments 


All  references  to  time  relate  to  time  of  shipment  from  works. 

Inquiries  Answers 

Nava      .     .     .     Can  you  ship  Nea  ....     We  can  ship 

Nawi      .     .     .     Please  ship  Nebe       .     .     .     We  will  ship 

Naxe      ...      Do  not  ship  Neca       .     .     .     We  cannot  ship 


lasche    . 
Ibank 
Ibild 
(blind     . 
Idunst    . 
Ifleck      . 
Iglanze  . 
Igrau 
Igrund    . 
Ihut  .      . 
Ikappe   . 
Ikreis     . 
Hand       . 
Hos    .     . 
1  loser 
lluft 
Imeer 
Imonat  . 
Inacht    . 
Ireich 
Iring 
Isaum     . 
Isitz 
1  stern     . 
Itag  .     . 
Itagen    . 
Ithal       . 
Itrueb 
Ituch      . 
Ivoll 
Iwind     . 
Iwolke    . 
Izug 


As  promptly  as  possible 

As  required 

Faster 

Without  delay 

Advising  by  wire  car  number  and  initials 

Advising  by  mail  car  number  and  initials 

Tracing  through  to  destination 

Until  further  advised 

During 

During  next  month 

During  month  after  next 

During  spring 

During  summer 

During  fall 

During  winter 

After  navigation  opens 

Within  time  promised 

In  time  named 

As  soon  as  cars  are  placed 

Balance  of  order 

Balance  of  order  shortly 

Balance  of  order  from  stock 

Order  No. 

From  stock 

Part  from  stock,   making  balance  promptly 

Part  from  stock,  making  balance  in  two  weeks 

Part  from  stock,   making  balance  in  three  weeks 

Part  from  stock,   making  balance  in  four  weeks 

Part  from  stock,   making  balance  in  five  weeks 

A  carload  daily 

Two  carloads  daily 

Three  carloads  daily 

Four  carloads  daily 


134 


;  T  K  I)       STATKS       CAST       IRON       PIPE       AND      FOUNDRY      COMPANY 


Izuges  . 
nab  .. 
nachse  . 
nallee  . 
namtes 
nan  .. 
narm 
nar/.t  . 
11  hah  11  . 
nbaues  . 
nding  . 
nerbe  . 
nfall  . 
nfluss  . 
nform 
nfrage 


njjeist 

ngeld 

nglied 

ngott 

njjut 


nhaus 

nher  ^ 

nhilfe 

nhof 

nhofes 

nidee 

njoch 

nkanal 

nkarte 

nklang 

nkraft 

nkrone 

nlade 

nlaut 

nlicht 

nlinie 


Shipments  —  Continued 

Five-  carloads  daily 

Six  carloads  daily 

Seven  carloads  daily 

Eight  carloads  daily 

Nine  carloads  daily 

Ten  carloads  daily 

At  present  rate 

Increasing  present  rate  of  shipment 

An  increased  quantity 

In  one  week 

In  two  weeks 

In  three  weeks 

In   tour  weeks 

In  five  weeks 

In  six  weeks 

In  two  months 

In  three  months 

In  four  months 

In  five  months 

In  six  months 

In  three  months,  about  equal  monthly  proportions 

In  four  months,  about  equal  monthly  proportions 

In  five  months,  about  equal  monthly  proportions 

In  six  months,  about  equal  monthly  proportions 

In  seven  months,  about  equal  monthly  proportions 

In  eight  months,  about  equal  monthly  proportions 

In  nine  months,  about  equal  monthly  proportions 

By  rail 

By  vessel 

By  rail  and  water 

By  next  regular  steamer 

From  New  York 

From  Philadelphia 

From   Mobile 

From  New  Orleans 

From  Pensacola 

From  Savannah 

From  Addyston  Works 

From  Anniston  Works 


«35 


UNITED      STATES      CAST      IRON       PIPE      AND      FOUNDRY      COMPANY 


nmagd  . 
nmauer 
nmesse  . 
nmond  . 
nmotiv  . 
nofen 
nort 
npegel    . 
npfad 
nplatz    . 
npreis    . 
npunkt 
nquell     . 
nrad 
nraum  . 
nrebe 
nrohr 
n  roll  c 


Nectabamus 

Nectabis 

Nectabitis 

Nectabo 

Nectaire 

Nectanabis 

Nectandre 

Nectar   .     , 

Nectarbron 

Nectareous 

Nectarial    . 

Nectaribus 

Nectarines 

Nectarteug 

Nectenebin 

Necthebis   . 

Nectiberes 

Nectique     . 

Nectocalyx 


Shipments —  Continued 
From  Bessemer  Works 
From  Buffalo  Works 
From  Burlington  Works 
From  Chattanooga  Works 
From  Cleveland  Works 
From  Columbus  Works 
From  Louisville  Works 
From  Scottdale  Works 
From  Superior  Works 
On  account  of  car  shortage,   see  letter 
On  .account  of  labor  troubles,   see  letter 
On  account  of  accidents,  see  letter 
Without  definite  advices 
Without  formal  order 
By  express 
By  express  to 
By  freight  collect 
By  freight  prepaid 


Not  to  be  used  with  stem  words  above 
Cash  thirty  days,   New  York  funds 
Cash  against  documents,   New  York  funds 
At  what  rate  are  you  shipping 
Are  you  shipping  at  rate  promised 
What  portion  of  order  has  been  shipped 
What  portion  of  order  has  not  been  shipped 
If  you  cannot  ship  at  once,  please  telegraph  us 
Send  shipping  instructions  at  once  by  mail 
Send  shipping  instructions  at  once  by  wire 
Are  sending  shipping  instructions  to-day 
Have  sent  shipping  instructions 
Will  send  shipping  instructions  shortly 

Notify  us  when  shipment  is  ready,  and  we  will  send    shipping  instructions 
Hold  shipments  until  further  advised 

Shipment  went  forward  prior  to  receipt  of  order  to  hold 
By  what  route  was  shipment  made 
Trace  shipment  by  mail 
Trace  shipment  by  wire 
We  are  tracing  shipments 


136 


r  N  i  T  K  D 

S  T  A  T  K  S      CAST      IRON       P  I  P  K      AND 

I  •'  '  i  I."  N  D  R  Y     COMPANY 

Invoices 

II 

Negabais    . 

Refer  t<>  <>iir  invoice 

Negabamos 

Refer  to  your  invoice 

Negabelha 

ml   invoice 

Negabilita 

Send   invoice   to 

Negabuntur 

Send  copy  of  invoice 

Negacao 

S.-nd  copy  of  invoice  to 

Negaceiro  '  . 

.      Send  invoices  and  bill  of  lading 

Negaciones 

Have  received   invoice 

Negador 

Have  received   invoice  for 

Negadores 

Have  not  received  invoice 

Negalho 

Have  not  received  invoice  for 

Negandorum 

Have  sent   invoice 

Negandum 

.     Have  sent  copy  of  invoice 

Neganopeau 

.      Invoice  omitted  from  letter,   mailed  to-day 

Negaramini 

.     What  is  the  amount  of  invoice 

Negarian    . 

The  amount  of  invoice  is 

Time 

Nege 

Ultimo                     Neir        Instant 

Nela                      Proximo 

Nemi 

.     January                    Nome     .     ..     r     May 

Nubi                .     September 

Neno 

.      February                 Noni       .     .     .     June 

Nuco                      October 

Nepu 

March                      Nopo      .     ..         July 

Nusa                     November 

Nola 

.     April                       Noru      ..    .     .     August 

Nute                      December 

bas    . 

ist                              nbogen        .     .      i2th 

nrolle               .     22nd 

boom      .     . 

.     and                            nbuch    .     .     .     i^th 

nsatz     .          .     zjrd 

boomen 

.     3rd                            ndruck  .     .     .     i4th 

nstein    .      ...     24th 

dly    ,    „    „ 

.     4th                              nheft      .     .     .      i5th 

nstich          .     .     25th 

dness     .     . 

.     5th                              nkopf     .                 1  6th 

rcniin<»   .      ...      z6th. 

dop    . 

.     6th-                            nlimin    .     ..    ..      iyth 

reste      .          .     x-jth 

doppen  . 

.     7th                              nmappe            .      i8th 

ront  .                    28th 

ering      .     . 

.     8th                              nplan     .                191)1 

scendo    .      .      .      29th 

ful     .     .     . 

.     gth                              npult      .     .           zoth 

»chelp                    joth 

kern 

.    loth                              nreeht    .     .     .     jist 

schil                       31  st. 

nblatt 

.    i  i  ih 

UNITE 

D      STATES      CAST      IRON      PIPE 

AND      F  O  U  N 

DRY      COMPANY 

Pach     . 
aba 

Amounts 

.     Tons  of  2000  pounds                    Pail     .      . 
Pant     .     .     Feet                    Pard 

Pound 

•      37 
•      38 
•      39 
•      40 
•      4i 

42 

3 

Inches 

antry 
ar  .     . 
arada 
areis    . 
arene 
aresci 
aretus 
ariais 
arian  . 
arigo 

Palm     .     .      Pieces 

.......     73 

74 

75 
......      76 

77 
78 
79 
80 
81 
82 

i 

agogos     
aient  
aim      
aire      
ait       
aje       

aban 

2 

abas 

abile    . 
abitur 
able 

4 

5 
6 

abo 

7 

ajista  
al    
ale       
aleza   
alform      
alibus       
alium        
alia      
alon     
as  
amere      
amina      .     .     .     .  '. 
anios          
aniiis         

43 
.      44 

•      45 
-      46 
47 
.      48 

•      49 

•     5° 
•     51 
•     S2 
•     53 
•      54 
•      55 
56 

abunt 
acana 

8 

Q 

acci 

10 

accio    . 
aceous 

IT 
12 

aria     . 
aron    . 
aroso  . 
arpia  . 
arpos  . 
artes  . 

83 
84 
85 
86 

87 
88 

acino  . 
acion  .     . 
acite    . 
ack 
acles    . 
aco      .     . 
acosm 
actyle 
ada 
adas    . 

.....         13 
14 
15 

16 

17 
18 

19 
20 

21 
22 

arum  . 
ary 
asan    . 
asch 

89 
9° 
91 
02 

anaio  
anaje  
anal     
anas    
anchin     
ando    
andra       
aiulum      
anhar       

•     57 
•     58 

•      59 
.     60 
.     61 
.     62 

•     63 
.     64 
-      65 
.      66 

asoy 

en 

assi 

04 

adella 
ades     . 
adica   . 
adilla 
ador    . 
adora 
ad  res  . 
adure 
aflora 
agem 

23 

24 

'  25 
26 

.     27 
.....     28 
29 
3° 
•      •      •     •      31 

72 

asteis 
asto     . 
asum  . 
atily    . 
ation  . 
atis 

qc 

96 

97 
98 
......      99 

IOO 

ativo 

IO^ 

anite  

atma  . 
at  mis 
atura 
atwas 
auz 
ava 
avano 

no 
"5 

I2O 
125 
13° 

•        •      135 
I4O 

annes       

•      67 

ano            

.      68 

aggio 

1  -j 

anoso        

60 

agog    . 
agio     , 
agogen 

....      34 
•      •      •      •      •      35 
36 

ant       
anted        
antina      

.      70 

•      7i 
•      72 

138 


r  N  i  T  K  i> 

S   I  A  T  K  S       C  A  S  T       IRON 

PIPE      AN  I)       F  O  f  X  I)  R  Y 

COMPANY 

avel 
avero 
avoga       .     . 
bahn         .     . 
bak      .     .     . 
ban 
hank    . 
bant    . 
bar 
bare     . 

'45 
....    150 

•    '55 
.    1  60 
....    165 
....    167 
.      .170 
....    175 
.      .      .      .    i  So 
1  8« 

Amounts  —  Continued 

bique  834 
birne  .   875 
bis       900 
bitis    ....                   917 
blaft    oco 

buil      .     .     . 

2JOO 

bulis 
bulum      .     . 
bundi 
bunt    . 

»45° 
.        .        .          2500 

•        •        •          2550 
26OO 

blase  .     . 
blau    .     . 

....   959 

IOOO 

bury    . 
busy    .     .     . 

2650 

27OO 

ble       .     . 
bling  . 
bloed  . 
blok    .     . 
blume 
bo  ... 

1050 
1084 

I  I  OO 

.     .     .       1150 
.     .     .       1167 

1  2OO 

buys   . 

cal       .     .     . 
canda       .     . 
cao      .     .     . 

2.SOO 
.        .        .          2850 
.        .        .          2900 

barin  . 
t';iri-    . 
base    . 
basic  .     .     . 
bat       .     . 
bati«  . 
bau      .     .     . 
baues       .     . 
bauwd 

.   190 

....    195 
.   200 
.   209 
....    225 
....   250 
....   275 
.     .     .     .  300 
%^ 

carpe  .     .     . 
cassi   .     .     . 
cata     .     .     . 
ceae     .     .     . 
celle    .     .     . 
cico     .     .     . 
cillo     .     .     . 

.        .        .          2950 
3000 
.       .        .          3100 
.        .        .          3200 

...        •          3300 
.        .        .          34°0 

*soo 

boek    .     . 
boend 
boet     .     . 
bogen 
bole 

.       .        .           I25O 
IJOO 
1334 

•          «35«> 

I  J.OO 

bolon      ~^- 

1  A  I  7 

cina     . 
cinis    . 
cite     . 
era 
crane        .     . 
crat     .     .     . 
cris     .     .     . 
croma      .     . 
crum 
cular  . 
cule     .     .     . 
eanu         .     . 

.    .    .     3600 

.     •     •       37°° 
.      .     .       3800 

.      39°° 
.     .     .       4000 

4500 
5000 
6000 
7000 
8000 
9000 

.        .        .       IOOOO 

bavo    . 
bawi   . 

•    3.54 
*?o 

bolos    .     . 

I4sO 

bolum 
bond    .     . 
bonsd 
boom  . 
boord 
bor      .     . 
borgd 
brada 
brand 
brejo   .     . 
brera 
breuk 
brin     .     . 
bris     .     .     . 
brita    . 
bromd      .     . 
brose  .     . 
hrucli        .     . 
bsis     .     . 

.        .        .           1500 
1584 

1600 
.    .    .    .      1650 
.     1667 

1700 

•     •     •       '75° 
1800 
.     .     .       1850 
1900 
•       195° 

.        .        .          2OOO 
2050 
.        .          2100 
2150 
.        .        .          220O 
.        .        .          2250 
.        .        .          2300 
•        •        •          235° 

baxu    .     .     . 
baza    .     .     . 
bebat 
beden 

•     •     •     •   375 
.   400 

•   4>7 

A  •»  r 

beef     .     .     . 
bein     .     .     . 

•     •   475 
.    soo 

belos   .     .     . 
belum 
beukt       .     . 
beule  . 
beum        .     . 
bilas 

•    •    •    •  525 
....  542 

•     •     •     •   55° 
•     •     •     •   575 
-   5»4 

6OO 

ear      .     . 

10500 

eau 
edel     .     .     . 

.       .        .        I  1  000 
lIsOO 

biles         .     . 

62s 

ede      .     .     . 

.       I20OO 

bilet    .     .     . 
bilum       .     . 

him  n  r       .      . 
bimus 
bios     .     . 

.    .    .    .667 
.  700 

•  7°9 
...    .750 
.     .     .     .  800 

eiro 
elha          .     . 

.     12500 

13000 

elle      . 
em       .     .     . 
emus  .     .     . 

.    .    .    1350° 

.     14000 
.    .    14500 

'39 


Amounts  —  Continued 

enca    . 

15000 

erga    .... 

•     •     175°° 

ers 

1950° 

enos    . 

-    -    ':  .  •    •    1550° 

erie     .... 

18000 

es   .     . 

2OOOO 

ensi     . 

16000 

erly     .... 

.     18500 

ette      . 

ZjOOO 

eo  . 

16500 

eroe     .... 

19000 

eur 

3OOOO 

erem    . 

17000 

UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Parsley 


Also  to  be  used  without  above  stem  words 
Per  ton  of  2000  pounds  Pathogenic     .     .      Per  ton  of  2240  pounds 


140 


I'  N  I  T  K  I  >       STATES       (AST       IRON       PIPE       AND       K  <  >  f  N  I)  R  Y       CO  M  P  A  N  V 


i  M'\  I-  Kl  l-»  Vlh  \  I  I 


ADDVSTON,    OHIO,    WORKS 

'TTM  1  K  .\dd\ston  Works,  of  which  partial  views  are  given,  are  located  about 
•*•  twelve  miles  west  of  Cincinnati,  on  the  Ohio  River,  and  on  the  lines  of 
the  "  Bio-  Four"  and  the  B.  &  O.  S.  \V.  railways.  The  plant  is  one  of  the 
largest  and  most  complete  owned  by  the  Company.  Cast  iron  pipe  in  sizes  3 
to  84  inches  are  made  at  these  works,  and  the  output  figures  to  a  large  tonnage 
annually.  Shipments  of  pipe  are  not  infrequently  ^ 
made  in  train  loads,  as  is  shown  in  the  photograph. 
"The  main  pipe  foundry  is  nearly  500  feet  in  length, 
the  loam  foundry  nearly  400 
feet  and  the  jobbing  foundry 
about  225  feet  long,  which  is 
also  the  length  of  the  power 
house.  The  plant  is  complete 
with  ample  pattern  shop  and  Train  ,„„,,  ,.f  pjll.  vM,,n  w,,rk. 


"41 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 

(ADVERTISEMENT) 


Addyston,  Ohio,  Works — End  of  Main  Pipe  Shop 


storage,  machine  shop,  cleaning,  coating  and  testing  facilities,  and  has  been 
kept  up  to  the  most  modern  practice  in  pipe  making.  A  complete  laboratory 
makes  it  possible  to  check  all  material  received  and  to  carefully  follow  up  the  output. 


Addyston  Works — Cleaning  Shed,  Power  House,  Machine  Shop,  General  and  Loam  Foundries 


142 


U  H I T  B  D   STATES   CAST   IRON   P  I  P  K   AND   FOUNDRY   COMPANY 


KTISCMKMT) 


ANNISTON,    ALA.,    WORKS 

^  I  ^HE  Anniston  \\'orks  are  located  on  the  outskirts  of  the  city  of  Anniston, 
Ala.,  about  one  hundred  and  four  miles  west  of  Atlanta,  and  sixty-four 
miles  t-ast  of  Birmingham.  The  plant  occupies  a  tract  of  about  forty-five  acres, 
and  consists  of  a  main  foundry,  something  over  five  hundred  feet  in  length  by 
about  ninty-nve  feet  in  width,  and  is  complete  with  power  house,  machine  shop, 
general  special  castings  foundry,  pattern  shop  and  storage,  cleaning,  coating  and 
testing  shcils,  laboratory,  etc.,  and  has  ample  trackage  facilities  which  connect 
with  the  lines  of  the  Southern  Railway  and  of  the  Louisville  &  Nashville  Rail- 
way. Pipe  are  now  made  at  Anniston  in  sizes  4  to  36  inches  diameter,  and 
the  plant  is  one  of  the  largest  owned  by  the  Company  in  the  South. 


'43 


UNITED      STATES      CAST      IRON      PIPE      AND       FOUNDRY      COMPANY 


(ADVERTISEMENT) 


BESSEMER,    ALA.,    WORKS 

'"TT^HE  photograph  shows  a  partial  view  of  the  main  pipe  and  machine  shops 
of  the  Bessemer  Works,  with  the  coke  plant  in  the  distance  to  the  right, 
which,  with  the  power  house,  large  pipe  yard,  etc.,  occupy  about  seventy-five 
acres.  The  plant  has  some  five  and  a  half  miles  of  standard  gauge  track  and 
sidings,  operated  by  the  company's  locomotives,  and  which  are  connected  with  the 
various  railroads  centering  at  Bessemer,  affording  excellent  facilities  for  shipping. 
The  main  pipe  shop  is  a  building  410  feet  long  by  100  feet  wide,  in  which  are 
made  pipe  ranging  -  from  -4  to  72  inches  in  diameter.  The  plant  includes  a 
complete  electric  light  and  pumping  station,  etc.,  and  in  connection  with  the 
works  there  are  numerous  houses  for  employes,  a  hotel,  etc.,  owned  by  the 
company.  Improvements  now  (1906)  in  progress  at  Bessemer  will  materially 
increase  our  facilities  at  this  plant. 


144 


.  T  1C  I  >       S  T  A  T  1C  >       r  A  S  T       1  K  ( )  N       1'  I  1'  1C       A  N  I)       }•  ( )  I'  N  I)  K  V      COM  1'  A  N  V 


.\]'\  t  K  ll^hMI    V  I 


Bfl  IA1.0    WORKS 

^  I  ^1 1  I'-  above  photograph  is  a  view  of  the  main  pipe  shop  of  the  Buffalo 
\\'orks,  a  building  sonu-  320  feet  in  length.  The  plant  is  located  on  the 
Belt  Line  of  the  New  York  Central  &  Hudson  River  R.  K.,  through  which 
connection  is  obtained  with  all  railways  centering  at  Buffalo.  The  works  are 
complete  with  machine  shop,  pattern  shop  and  storage,  cleaning,  coating  and 
testing  sheds,  etc.  At  this  plant  pipe  are  made  in  sizes  4  to  54  inches,  and  the 
plant  has  recently  been  reconstructed  and  modernized,  the  new  equipment 
including  the  machine  ramming  of  pipe  of  the  smaller  sizes,  the  practice  being 
similar  to  that  followed  at  our  Burlington  Works.  Power  is  obtained  from 
Niagara  Falls. 


145 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


(ADVERTISEMENT) 


BURLINGTON,     N.    J.,    WORKS    (from    Delaware    River) 
^  I  ^HE     Burlington    Works    are    located    on    the    Delaware    River,    at    East 

Burlington,  about  twenty  miles  above  Phila- 
delphia, and  occupy  about  twenty-five  acres  out  of  a 
tract  of  some  two  hundred  acres  owned  by  the 
Company  at  East  Burlington.  The  plant  has  facili- 
ties for  the  manufacture  of  cast  iron  pipe  3  to  60 
inches  in  diameter,  and  for  making  loam  and  green 
sand  special  castings.  The  equipment  for  specials  has  been  augmented  by  the 
recent  addition  of  a  new  and  modern  jobbing  foundry  of  steel  construction. 

The    Burlington  Works  are 
—     thus  also  able  to  supply  heavy 
""     loam    castings  with    or  without 
machining    to    the     designs    of 
—     engineers.      Inquiries  should  be 
addressed  to  the  company's  near- 
est sales  office.     The  works  are 
connected  with  the  Amboy  divi- 
sion  of  the  Pennsylvania  Rail- 
co-inch  pipe  leaving  Burlington  road,   and   being   on    tidewater, 


146 


UNITED      BTAT1  1ST      I  R  <  >  X      1'  I  1-  K      A  X  I>      ForXDRY     COMPANY 


K  II-KMK\  I  I 


A  glimpse  of  the  Pipe  Yanl  at  Hurling. m,  X.  J.,  Works 

have  ample  facilities  for  rail  and  water  shipments,  as  well  as  for  receiving  of 
iron  and  other  supplies,  which  an  carefully  checked  in  the  laboratory,  as  is 
also  the  output.  Cargo  lots  of  cast  iron  pipe  are  frequently  sent  l>y  sailing 
•  •I  to  New  Hnglaml  ports,  while  Philadelphia,  Baltimore,  New  York  and 
Hudson  River  points  may  l>e  readily  reached  l>v  l>arge  or  lighter. 


BurlinRton   Works,   looking  out   Pearl  Street,  which  divides 

Plant.     New  Jobbing  Foundry  is  located  beyond 

Machine  Shop  on  the  ri^ht 


:  loading  with  Cast  Iron  Pipe  at  Burlington  Works 


'47 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


(ADVERTISEMENT) 


CHATTANOOGA,    TENN.,    WORKS 

'"T^HE  above  plate  gives  an  excellent  view  of  the  Chattanooga  plant,  which 
consists  of  two  pipe  shops,  the  larger  472  feet  long  by  1 1 1  feet  wide,  and 
the  smaller  about  203  feet  long  by  81  feet  wide,  in  which  pipe  are  made  in 
sizes  ranging  from  4  to  36  inches  inclusive.  The  plant  occupies  something 
over  thirty-one  acres,  and,  as 
may  be  seen,  is  so  located  as 
to  have  excellent  facilities  for 
shipment  via  rail  or  river.  The 
works  are  modern  and  well 
equipped,  the  cranes  and  machin- 
ery being  electrically  driven. 
Included  in  the  plant  are  a  sub- 
stantial power  house,  machine 
shop,  pattern  shop,  pattern 

Storage,     etC.  Rear  View  of  part  of  Main  Shop  and  Skids  of  Chattanooga  Works 


148 


1  •       8  T  A  T  K  S       CAST       IRON       I'll'  K       A  N  U       K  ( )  T  N  I )  K  Y       COM  1>  A  N  Y 


VI. \  tK  I  I-KMKV  I  i 


LO I' IS VI  U.K.     KVM     WORKS 

'  I  Ml  1C  above  photograph  givrs  ;l  \ic\v  of  a  portion  of  the  Fulton  Street 
Plant,  which  is  located  between  Preston,  Jackson,  Water  and  Fulton 
Streets,  in  the  city  of  Louisville.  In  addition  the  "Ninth  Street  Plant"  affords 
facilities  for 'general  foundry  and  special  castings  work.  Both  plants  have  ample 
facilities  for  rail  shipments,  either  through  lines  connecting  with  the  works  or 
through  a  belt  line  with  all  the  railways  centering  at  Louisville.  The  works 
have  facilities  for  making  pipe  of  3  to  60  inches  diameter,  and  afford  a  large 
annual  output. 


UNITED   STATES   CAST   IRON   PIPE   AND   FOUNDRY   COMPANY 


(ADVERTISEMENT! 


SCOTTDALE,     PA.,    WORKS 

F  I  ^HE  Scottdale  Works  (and  the  Charlotte  Furnace,  owned  by  this  Company) 
are  located  at  Scottdale,  Westmoreland  County,  Pennsylvania,  a  short 
distance  north  of  Connellsville,  and  not  far  from  Pittsburgh.  Including  the 
new  pipe  shop  now  (1906)  building,  which  is  532  feet  long  by  100  feet  wide, 
the  works  include  three  foundries,  with  power  house,  machine  shop,  pattern  shop, 
rope  house,  etc.,  a  complete  plant  for  the  manufacture  of  cast  iron  pipe  from 
3  to  60  inches  diameter,  inclusive.  The  plant,  including  pipe  storage  yard, 
occupies  about  fifty  acres,  and  is  connected  up  by  something  over  three  miles 
of  standard  gauge  railroad  tracks,  over  which  cars  are  handled  by  our  own 
locomotives.  These  tracks  are  connected  with  the  Pennsylvania  R.  R.  and  the 
Baltimore  &  Ohio  R.  R.,  while  the  New  York  Central  lines  (Monongahela  & 
Youghiogheny  division)  are  easily  reached.  Thus  the  plant  has  excellent 
facilities  for  the  shipment  of  its  product. 


15° 


1     N  I  T  K  I '       S  'I'  A  T  \  S  T       I  K  (i  N       P  I  I'  K      AND       F  ()  T  N  I)  K  Y      C  ( »  M  1'  A  N  V 


ST) 

S  1  \\D.\RI)     SI'KUAl.     CAST- 
INGS   AND    ODD 
SI'KCIAl  - 

TT7HILE  the  exclusive  use  of 
.standard  specials  in  laying  out 
work  is  most  desirable,  there  are 
locations  where  it  is  not  possible  to 
do  so  for  the  entire  work.  \\ "<•  are 
prepared  to  supply  to  engineers'  de- 
signs the  heaviest  and  largest  class 
of  such  odd  castings. 

The  photographs  show  two  ex- 
amples of  large  special  castings  of 
this  class,  made  at  our  Addyston 


80x80x48xWi  inch  Special  CroM 


HO  x  flO  x  *>  x  M  inch  Flanxeil  Special  Castinir.     Wright.  81.500  pounds 


Works  to  the  designs 
submitted  by  p  u  r- 
chasers. 

Our  loam  foundry 
and  machine  shop  facili- 
ties are  unequaled  for 
meeting  this  demand ; 
and  when  desired,  we 
shall  be  pleased  to  sub- 
mit sketches  for  large 
castings  required  for 
special  locations. 


1  =  1 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


(ADVERTISEMENT) 


Cast   Iron    Pots 
and    Pans 


Cast    Iron    Stills 
and    Kettles 


Chemical 

House 

Castings 


Sugar    House 
Castings 


Bed  Plate  and  Heavy  Foundation  Castings 


Intake  Castings 


I '  N  1  T  i:  1 )       >  'I   A   1    !•:  >       CAST       IRON       l>  I  1'  1C       AND       POUND  R  V       CO  M  I'  A  N  Y 


Heavy  Loam 
Castings   for 
Engine   and 
Pump 
Guilders 


K  I  I-I'MKV  I  ' 


irino   Work.     Columns 


Cast   Iron 
Cylinders  for 

Bridge    Piers, 

Wells   and 

Hydraulic 

Power 


Heavy  Machined  Caning*  to  Engineer'!  Deaiicna 


153 


UNITED      STATES      CAST      IRON      PIPE      AND      FOUNDRY      COMPANY 


Index 


Addyston,  Ohio,  Works 
Adjustable  valve  boxes 
Advertisements     .... 
Air  chambers         .... 
American  Gas  Light  Association 
Amounts,  code      .... 
Anniston,  Ala.,  Works 
Answers  to  inquiries — code 


Page 
141,    142 

77 
UI-I53 

•  87 

21,    105 
138-140 

•  143 
129,    130 


Approximate  weights 36,   105 

Aqueducts n 

Base  curves,  B.  &  S.  for  water  ....  54 
"  "  flanged  for  water  ....  87 
Base  tees,  B.  &  S.  for  water  .  .  .  61-63 
"  "  flanged  for  water  ...  92,  93 
"  "  high  pressure,  flanged  .  .  .  104 
"  "  flanged  for  gas  ....  118 

Bessemer,  Ala.,  Works 144 

Bellmouth 78 

Bell  and  spigot  standards     .         .        18-21,  43-45,  106 

Bends,  B.  &  S.  for  water      .        .        .        .         52,   53 

"       B.  S.  for  gas      .....      107-109 

"       flanged  for  water      ....          87-89 

"       flanged  for  gas          .....     117 

"       high  pressure,  B.  &  S 98 

"       high  pressure,  flanged     ....     103 

Blank  flanges         .         .         .    ;    .         .         .         .96 

Blow-off  branches,  B.  &  S.  .         .         .         .66 

"  "       with  manhole  .        .       67 

Bored  logs  in  Philadelphia 16 

Branches,  high  pressure 99 

Bridgeport,  Ala.,  Works 5 

Buffalo,  N.  Y.,  Works  .         /       .         .         .145 

Burlington,  N.  J.,  Works      .         ...        ..     146,   147 

Bushings  for  gas 114 

Capacity  of  cast  iron  pipe     .......     120 

"        of  cisterns 120 

Caps  for  B.  &  S.  water  pipe          ....       75 
"     for  B.  &  S.  gas  pipe     .         ..  .     109 

Castings  of  iron 12 

Cast  iron  pipe 9 

"       "       in  modern  conduits  and  reservoirs      12 

"       "       length  of 17 

"       life  of 16 

"       "       green  vs.  dry  sand         ...        .       17 


Page 
Cast  iron  pipe  vs.  steel  pipe         .         .        .        .25 

Cement  joints 22 

"     B.  &  S 23 

"  "     in  winter 24 

Chattanooga,  Tenn.,  Works         ....     148 

Cleveland,  Ohio,  Works 5 

Coal  chutes    ....'.         i         .         .       81 

Code,  general 127-140 

Columbus,  Ohio,  Works 5 

Columns 119 

Concentric  reducers .112 

Condensed  specials       .  .         .         .         79,   80  _ 

Contracts 5 

Croton  dam   ....  ...       12 

Crosses  and  tees,  B.  &  S.  for  water     .         .          55-6o 

B.  &  S.  for  gas         .        .     no,  m 

"  "      flanged  for  water     .        .        90,  91 

"  "      flanged  for  gas         .        .        .118 

Culverts  and  drains 31 

Curve  with  bases,  B.  &  S.  for  water   ...       54 

Curves,  B.  &  S.  for  water     .         .         .         .         52,   53 

"        B.  &  S.  for  gas        ....      107-109 

"        high  pressure,  B.  &  S.  .         .         .98 

"        high  pressure,  flanged  .        .        .103 

with  full  length  B.  &  S.  pipe  .         20,  21 

Cylinders 86 

Cylinder  rolls 87 

Description  of  pipe        ......       36 

Discharge  of  gas  .....     125,   126 

Drips 115 

Dry  vs.  green  sand  pipe 17 

Earliest  pipe          .         .  9 

Embankment  materials         .....       31 

Expansion  joints 97,   101 

Feet,  code 138-140 

Fish  trap        ...  ....       78 

Flange  pipe  for  water 82 

"        "    short  length,  double  flange  for  water     83 
"    short  length,  bell  and  flange  for  water    84 
"        "     short  length,  flange  and  spigot  for 

water 85 

"        "    high  pressure  ....     102 

"        "     tongue  and  groove    ....     102 
"         "     tongue  and  recess      ....     102 


154 


N   1  T  K  I )       S  T  A    1    1 .  >       CAST       IRON       HIP  K       A  N  I )       F  (  )  r  N  I )  R  Y      C  O  M  I'  A  N  Y 


Index-    Continued 


Flange  pipe  for  gas       .... 

••     for  gas,  .short  lengths 
ngs  for  water 
.hie  joint  pipe 

Flu:'  .... 

Frictional  heads  in  pipe 

I)   elbows 

ign  inquiries 

shipments        .... 
naiiis  with  cement  joints 
with  leail  joints 
with  turned  and  bored  joints 
•>ipe  standard          .... 
(late  house  and  reservoir  connections 
Maud-hold,  bends  with 
Mat  Manges  fur  gas        .... 
High  vs.  low  pressure  gas  mains         . 
High  pressure  pipe        .... 
specials 
tire  systems 
Holder  drips 
Huh  sleev. 

Hydraulic  cylinders      . 
]H>wer  mains 

I  lien  gas.  S    \-  B.    . 

high  pressure 
spigot  and  bell  for  water    . 
S   iV  B. .  long  length  for  water 
Independent  high  pressure  tire  systems 

Inquiries,  ei>de 

answers  to  code    . 

Intake  lines 

Intermediate  weights,  pipe 

Invoices,  code 

Iron  and  other  metals  .... 
Joints,  leakage       ..... 

B.  &  S 

turned  and  bored 
Lead  pipe  T 

"     in  pipe  joints       .... 

"     joints    

Leakage  at  joints          .... 
Lengths,  code        .        .        .         .        .  ,• 

Letters,  code 

Life  of  pipe 


.   in. 
116 

47,  4> 

.   78 

121,  122 

•  123 

S 
5 

22 
2i 

•  25 

105,  106 

•  «3 

•  "7 
.  114 

•  24 
45.  4<i 

98-104 

•  2- 

-~«5 

•  "3 

86 

•  3« 
.   112 
.   100 

68-73 
70-73 

2- 

127,  128 
129.  130 

•  35 
36,  37 

•  U7 

9 

20 

•  19 
19 
II 

49 

22 

20 

138-140 

•  132 

16 


Line  drips      .         .         .     '   .         .         .         . 

Louisville.  Ky.,  Works 

Lugs 

Manhole  heads  and  covers  .... 

Manifold,  Hanged          .... 

Modern  conduits 

Motion  of  gas  in  pipe   ..... 

Newport,  Ky.,  Works 

Numbers,  code      ...... 

Offsets   .  ... 

Orders,  code          .        . 

Philadelphia  pipe  lines        .        .        .        . 

Pieces,  ccxle  ..... 

Plugs  for  B.  &  S.  water  pipe        ... 

"         B.  &  S.  gas  pipe 

••         gas  tapping 

Plugs,  screw          .        .  ... 

Puddle  collars 
Reducers,  B.  &  S.  for  water        .        .        . 

•'         eccentric  B.  &  S.  for  gas    .        . 

11         concentric  B.  &  S.  for  gas          . 

"  B.  &  S.,  long  length  .  .  . 
flanged  for  water  .  .  . 
flanged  for  gas  .  .  . 

"          high  pressure,  B.  &  S.         .         . 

"          high  pressure,  flanged         .         . 

"         return  bends,  flanged          .. 
Scottdale,  Pa.,  Works  ... 

Screen  pot     ... 
Screw  flanges 

"        plugs   .  . 

Service  sleeve  for  gas 

Sewers  ... 

Shipments,  code    .... 

Siphon,  Rosemary 

Sleeves,  standard  for  gas 

"       standard  for  water  pipe  . 

high  pressure  pipe          .         . 
Smoke  flue 
Solid  sleeves  for  gas 

Special  castings,  and  standard  special        . 
"         for  high  pressure  service 
SPECIFICATIONS.  STANDARD  .... 
Allowable  variation   in   diameter  of 
and  sockets 


Us 

\V) 
51 

.   77 

-97 
12 

.  124 
$ 

138-140 

53-  95 

133 

15,  2$ 

138-140 

.   76 

114 

115 

.119 
78 

68-73 
.112 
.112 
70-73 
94,  95 
.117 
.  too 
.  103 
.  97 
.150 
-78 
96 

lit) 

113 

-3' 

134-136 

14 

113 

.       74 

.98 

Si 

113 

.     151 

.      98-104 

36-41 

pij>e 

37 


155 


UNITED      STATES      CAST      IRON      PIPE      AND       FOUNDRY      COMPANY 


I  ndex — Continued 

Page 


SPECIFICATIONS,  STANDARD — Continued 

Allowable  variation  in  thickness 

Allowable  percentage  of  variation  in  weight 

Casting  of  pipe       ...... 

Castings  to  be  delivered  sound  and  perfect 

Cleaning  and  inspection       .         .        .        . 

Coating  of  pipe 

Contractor  to  furnish  men  and  materials     . 

Cutting  defective  spigots       .... 

"Engineer,"  definition  of  word    . 

General  dimensions  of  pipe,  Tables  Nos.  i 
and  3 

Hydrostatic  test 

Inspector  to  report 

Marking  pipe 

Power  of  engineer  to  inspect 

Quality  of  castings 

Quality  of  iron 

Special  castings 

Testing  materials 

Split  sleeves  for  gas 

"          "      with    and   without   branch   outlet 

for  water 

Standard  thickness  and  weights  of  pipe 

"         flexible  joint  pipe,  Tables  5  and  ft 

"         gas  pipe  and  special  castings 

"         pipe  and  specials  for  gas 

"         special  castings  for  water    . 

Steel  pipe 

Submerged  pipe    ...... 


37 
3S 
39 
41 
39 
39 
40 
37 
41 

43-45 
40 

41 

38 
40 

39 
38 
37 
39 
"3 


Page 

Superior,  Wis.,  Works 5 

Taper  joint  pipe    ....         •         •         •       33 

Tapping,  alternate  for  drip  plugs        .         .         .115 

Tee  bases,  B.  &  S.  for  water  .          61-63 

•'      flanged  for  water        .         .        .        92,  93 

"      flanged  for  gas  .         .         .         .     nS 

"  "  high  pressure,  flanged  .  .  .  104 
Tees  and  crosses,  B.  &  S.  for  water  .  55-fto 

"  "  flanged  for  water  90,  91 

Tees  and  crosses,  B.  &  S.  for  gas  .  .  no,  in 

"  "        flanged  for  gas         .         .         .118 

"  "  high  pressure,  flanged  .  .  104 

Tees,  high  pressure,  B.  &  S.  .  .  .  99- 

"       with  flanged  branch  ....     101 

Telegrams      .         .         .         .         .         .         .         .131 

Terms,  code  ........     136 

Tidal  gate      ...  ....       78 

Time,  code    ........     137 

Tongue  and  groove,  flange  joint  .  .  .  102 

"  "  recess,  flange  joint  .  .  .  102 

Tons,  code .  138-140 

Tons,  feet,  lengths,  code  .  .  138-140 

Valve  boxes,  adjustable 77 

Wachusett  dam      .......        13 

Water  supply  conduits  .....  10 

Works 5 

Y  branches,  B.  &  S.  for  water  .  .  .  64,  65 
all  hub,  tor  gas  .  .  .  .in 
"  high  pressure,  flanged  .  .  .  104 
Yard  drips 115 


Is/ 


156 


Winched  Pre»s     Nr»   York   and   I' 


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